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HomeMy WebLinkAboutBLD-19-890 • r ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Departmentiiirt'iiii. r 1146 Route t Yarmouth, 02664-4492 S. 508-398-2222 311 ext. 1261 Fax 508-8-3988-0836 ", Massachusetts State Building Code,780 CMR _Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling -n r� e k r_ I ..' 1 This Secti or Official Use Only Building Permit Number:IVY"(Cf )*i .Date Applied: i•I; i 2093 Building Official(Print Name) • attire' • :Jun_GJ I J U u t Pate 1 M rJ T • • SECTION 1:SITE INFORMATION L1 Property Address: 1.2 Assessors Map&Parcel Numbgrs II O S1St6 Ural ';r mcax ilka PIA (13 yam, '7J 1.1a Is this an accepted street?yes k no_ Map Number Parcel NumSer 1.3 Zonin'Information• 1.4 Pro a Dimensions: t /3—Ye Mrs/ >i� t til 554 150 V Zoning District Proposed Use Lot Area(sq R Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 3t7' Sow a o' &7r a D • 1 0 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ Outstdke¢ d Zone? Municipal❑ On site disposal system X• Checyesljt . • SECTION 2f PROPERTY OWNTRSB* . - 2.1 Owner'of Record• I. T ll MIN i I ow-tictiLOtiote. YTht mmi-1-\Oyu- me- 0 Lots— . Name(Print) City,State,ZIP • odiS�4fr,U. 5g-9-30 ► tt•IJ - O2-hon �✓ Nos l� Address ' SECTION3:.DESCRIPTIQNOFPROPOSED}YORE:=(checkalleiatapply) • ''' New Construction$ Existing Budding❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.0 Number of Units_ Other ❑ Specify: Brief Description of Proposed Work'-: k t , , AA. L , i .1 . . `/ : : , . :. SECTION,4::ESTIhIATED CONSTRUCTION COSTS. . ::.... :R.E C E I V E D Item /Y/ooI/ldt Estimated Costs: .. ; . , AUG1 r D6 h niff. (Labor and lvtateriais) . -• : '•'. "Olfieial k?se.Only.'.,,; U .?8 20t8 1.Building S :1;Bntldmg Pemtit'Fee:S 177 b5 Indicate how fee " determined: •N Standard City(l'gwn Apj7,llcatioti pqe 'AultDING DEP RTMENT ' 2.Electrical $ ar: — ❑.Total Project Costs 6).xinuitiplier... : i 3.Plumbing $ 2. Other:Fees: $ • 3 . . 77.7 -7 List 4.Mechanical (HVAC) $ 5.Mechanical (The $ Suppression) Tota1AIl Fe'e's:$ ,� 6.Total Project Costa $ CheckNb:.• Check Amouiit • Cash.Amouht. • ' 33 r�d ❑Paid m'Pall . .. ' Af Ofristauding E'laace Due: 17 SECTION 5:.CONSTR17CTION SERVICES . 5.1 Construction Supervisor License(Ca) /s_080 ff oe __' _/ ei, 4 NA Jl • moo LEON License Number Expatlo¢ ate Name of CSL Holder 49 /�Ai� List CSL Type(see below) LI No.and Street r T e Description , %?sUrti//4M /124, 0191/430 Unrestricted(Buildings up to 35,000 cu.R) City/Town,State,ZIP R Restricted 1&2 Family Dwelling M Masonry \e Mil RC Roofing Covering . \v WS Window and Siding SF Solid Fuel Burning Appliances 97s'427-5-30 incolu4,rxlltroggc4 c#yo4,J✓E'T I Insulation • Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) /g1053" . �s-/9 oao I�OUarw Re f �c . Zr HIC Registration Number Expiration Date BIC Company Name or HIC Registrant Name (oci fiiaiatcr N Steet jiAM /Y1 ��'`•dY�ToNi> !�G/YOV•• /, 47g$a Email address ✓ City/ own,State,ZIP Telephone SECTION 6:WORKERS' CON PENSATION INSURANCE AFFIDAVIT(14I.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide • this affidavit will result in the denial of the Issu7.of the building permit Si�med Affidavit Attached? Yes lY No...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COl4IPLE LED WHEN ' ' OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT` .. Jt I,as Owner of the subject property,hereby authorize 1*' ft' 47en,iv'VI to act on my behalfl in all matters relative to work authorized by this building permit application. ✓ Print M%och4el Cefole's Name(Electronic1 3enni�cer Reimer 712417r • • SECTION 7b:OWNER'OR Au i±IORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owners or Authorized Azent's Name(Electronic S immature) Date • . • NOTES: • I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbination program or guaranty fiord under M.G.L.c. 142k Other important information on the HIC Program can be found at www.masseov/oca Information on the Construction Supervisor Liceme can be found at www.mass.eov/dos 2. When substmatial work is Janne rovide the information below: Total floor area(sq.ft.) 412 (including garage,finished basement/attics,decks or porch) Gross living area(sq.R �) aaaHabitable room count S' Number of fireplaces / Number of bedrooms I! Li Number of bathrooms c0 /.2 Number of half/baths Type of heating system ,CZM F,qf- Number of decks/porches r) Type of cooling system Enclosed Open Q 3. "Total Project Square Footage"may be substituted for"Total Project Cost' The Commonwealth ofMassachusetts =C—*t Department ofIndustrial Accidents • E =_=le=_ ; 1 Congress Street,Suite 100 _111- 5 Boston,MA 02114-2017 www.mass.gov/dla Workers'Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aoolicant Information Ply se Print Lepibl Name(Business/0 ization/Individnat): Nd 0 11-0-74 Real gr11 Address: (t 7k i t s AS ha 0) M�4 °� ser 978 hone#: / 7 p 8 27 S3 It Are you an employer?Check the appropriate box: Type of project(required): I.❑I am a employer with employees(MI and/or part-time).• 7. girlsiew construction 2.sram a sole proprietor or partnership and have no employees working for me in 6. ❑Remodeling any capacity.[No workers'comp.insurance required] 3. 1 am a homeowner doingan work [N p • required] 9. ❑Demolition ❑ myself o workers'comp.insurance t 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10 Building addition ensure that an contact ct either have wakes'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I em a general contractor and I have hired the sub contractors listed on the attached sheet These sub-contractors have employees and have workers'comp.insurance.: 13.0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MOL c. 14.❑Other 152,{1(4),and we have no employees.[No workers'comp.insurance required.] •Any applicant that checks box#1 must also Ell out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for"my employees Below is the policy and job site rtnadon Insurance Company Name: /�G' # O 6 g II ?Re AOA-erjca,c H S r 69, Ntt/ Polley#or Self-ins.Lie.#: E7 f 22.. 5-5 q Z Expiration Date: g 2 / -' / 9 Job Site Address'. SAD ��r eC e n-ot, City/State/Zip (4rQ N4 Attach a copy of the workers'compensation policy declaration page(showing the policy mberand expiration n daft e). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verificatio r Ido hereby ca ;y under p ' allies of perjuty that the Information provided above is true and correct. Sigttature: lapr -00 Date: 7h5 Y Phone#: Official use only. Do not write In this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: • oF_• 4e4 V VV,1N yr Y AJECIVItiU 1ti o ,g- BUILDING DEPARTMENT x 1146 Route 28,South Yarmouth,MA 02664 S08-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: ?o7y///g JOB LOCATION: /fid s.„,„��� 6 ji{UvketAtli Pcrer NAME STREET ADDRESS SECTION OF TOWN "HO/vIEOWNER" J',tk.'C R 4 /�iiazz 'C c OR 395�� p96 NAME HOME PHONE WARK PHONE PRESENT MAILING ADDRESS 4'360 gat're Cel ldu,,,,,A ,B /3,7 /24 X75. CITY OR TOWN STATE ZIP CODE The current exemption for 'Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner. Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner,such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit.(Section 110125.1.3.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE 2ftafailf4t_ittiSbAtAi APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a curren milky insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. 421, No If you have checked ves, please indicate the type coverage by checking the appropriate box. A liability insurance policy V Other type of indemnity Bond OWNER'S INSURANCE WAIVER I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:hameawmiicexemp }_ -SO av WY II 1-0.1CI.altLVIVV11Y cr '' re ° BUILDING DEPARTMENT �� C 1146 Route 28,South Yarmouth,MA 02664 • "s3 �_� 508-398-2231 ext.1261 Fax 508-398-0836 • • V BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 111-5, [hereby certify that the debris resulting from the proposed work/demolition to be conducted at //C) c9S7e5IS t )4 ,7-45 Work Address Is to be disposed of at the following location: (ad 4unemer 4/1,44 JoetCs'a. Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. j • Akibi 7/9Y/s SIM.titre of Applicatio. Date Permit No. • • , n .. �ormation and Instructions .• Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contact of hire, express or implied,oral or written" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MOL chapter 152, §25C )states''Neither the commonwealth nor any of its political subdivisions shall enter into any contact for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary, supply sub-contractors)name(s),address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are tot required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial • Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant . Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permit or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: • The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 • Boston, MA02114-2017 Tel. r 617-727-4900 ext. 7406 or 1-377-NLASSAFE Fax# 617-727-7749 Revised 02-23-15 rn'nv.mass.govfdia • .k- 9 , _ - '• U ,s } Ni„k,a G, iv'•I Commonwealth of Massachusetts \ e f' `S b ®� Division of Professional Licensure tom; + `, ^f. Board of Building Regulations and Standards • ,g,/,',:y;;;',1,,,n ' ';. Cons 1.'UCYiCn $OpefVl5Of I .i q aF tit -- CS-080892 - r apires: 10/3O/2019 nr t'5 ,-'fr.:)., i : - i +y Fos u .: 'r,T,,, mdi'^ `!r , JOHN K MOULTON ` y- - " iplr <xt r4 A - tE�,rrr • a , a I' PO BOX 82914 INDIAN PT DR y , AS MA 01430 ,� is 'r-_ rw�3 k � �*^«'Iry fx."1 c� . ="• var. � 'M'4;:ig4r 3rh Y k ,?44'/tYk� 'yin'• . _ 9r yr crit z r� //11 Si ,.cWru?�9>r! 5`tt n vl rg i,g, Commissioner _ e. ' rr} lx - ' , k , crY°AF • vii -▪ 5,[h;"•-'1rx � f:r i▪Nay Jl '7,-.4.i>1/4.1, o-F - tp I}r'.S 1'.r't 4 '^'v't1°4(' 7j,4,[ - ktd7y�"'� ';r dts'nN k.'ka t�r5r.: ;P> I ,,c.. - p.' Sib."fl Is`hie„ ue , - - �; 4�,Y"E N �, r a /V7;44'.0( _ `Z vi ` r z. !a'47. - _ - +`rz,°"vit`�Y yrs,. X . .� ',';',111111'4Y�' Y ` -,''',r1:2:14 ` .- . .,...,•iu.va,+414..V,i. ,t+tieiRtl l Is e Is ,f, 1- sn''. '�dlOH Pt OdniNROVEME 69 C(41r/ES-ATCTillation {° HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only ,_ before the expiration date. It found return to: TYPE:Corporation ` Registration B4Pirati0-0 Office of Consumer Affairs and Businoss Regulation yyy¢ 151058 05/14/2020 1000 Washington Street•Suite 710 /1, 'iii i.” Boston,MA 02118 i MOULTON REAL ESTATE AND CONSTRUCTION INC )2 11---,-..)A4A L_, JOHN K.MOULTON FILL)t"" / �Sd. y, 64 MAIN STREET �� Not valid without signature N./..;'44:.:i 'f 1, ASHBURNHAM,MA 01430 Undersecretary ' k 9 • }: :'‘':141.1,44.0; s� P x i ,rr t , ^1,r i C 1 f�4 qt1 T «o y-I- { f 'I y3 ¢+, I''," } lY-y Y Y q r } 'Jp a .6a>A� E S >'?1}h• !. I } w y 4 , } ! X Ri It 49 t;,...'" ),{�,t ,+.'114 i j 4q • r„ "° d 71 e� ?r 1 i�a r til s" r rat ",21 ,.y .w S y54:,t r , { r ,t5p! : a y L y r. Y -4-4::..!;Y. Tf. .�"si a t rT y r ,y, y , Iri i,r "7X re N '+ / l J7ia11 t ., n .4ghg� * ad Yfi ,t, , r t { I fl' l ly t 1g F4 14;r.`�r»-E 't' ;Mi 4 $ .1 { i n r r 'R a r t t, e-u n air xy's. .r rte.{ �3 .1r .,.. ; 1 rekt"palt 7Yx {.- sr,i „-2 't' e '4'�'/�}l i,;!*:'rxan``k, .. inks } ,t /I+ to << .'1',..".`,-..'4'.• 4u `r,•r`";i +q',1`fi",•O 'rix Y�q'1+ t c9+ iri P'yy d✓tV;,Z :',4t ` ,rY'}' t 1, ' r„ 4 x' s 6',a , 4Yt s r a ;ii h r F ` r�P ur - y 1 a rt r x `�'4 .1, � � 'J -rt,t }e ,r}v F�'1, : SA^' FY'L 11rdIYL C'}"R'?+Y„ R'f l,,N,q,71j'`fn_�l �l i'r1 '� 4,' T # t^v +E r1",,.i ,i'IC ! .E'' , .,4 IF%r.C,.. o 1 TOWN OF YARMOUTH =�F' % ° HEALTH DEPARTMENT . PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: ii Sc1Ccs VIOL 1 o M\*k{k yFI 62-(033— Proposed Improvement: COM MACK) (PCC -) cc 4 co a.CO l setita. 9-#149Z2-9/0 Applicantc3Qnm'G2& RUfrU' I rn&C;t lOLL��L u 4k) & Tel.No.: J � O R� Address:1BUU t ( YnI(UN It 'v tGJO3 S^Date Filed: P'i'IQ **If you would like e-mail notification of sign off please provide e-mail address:_3�Z1 Z(ll? 06/. (( Owner Name:S fl\ /11,01C-. Owner Address: Owner Tel.No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows,roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: /agar DATE: t` 7-4 3f PLEASE NOTE C. I0`S ///1fri SJo-/Af 74c 7gaw f . Aid: a . .,-Fc. 0 p lam ONt or TWO FAMILY —BUILDING PERMIT ��.,,,, • � � APPLICATION REGULATORY APPROVALS NOTICE F iael Address of Proposed Work: ll 0 S15 S cA(Ca -mitfiv.mfh (A34 me-O1QftS Scope of Proposed Work: kL, i . A L♦ ,k / 1J' 1 fruvui y 'Mai.% o _ - Date: . Based on the scope of work described above,the applicant is required to obtain approval • sign-offs from the following departments as checked-off below: INITIALS ✓ Health Dept.—503-398-2231 ext. 1241 Conservation Comm.— 508-398-2231 ext. 1238 V Water Dept.— 99 Buck Island Rd.phone no. 508-771-7921 -R 7/iq) $ 3'.46- prit V Old Kings Hwy.Hist Comm.—508-398-2231 ext. 1292 EngineeringDept.—508-398-2231 ext. 1250 Fire Dept—Kevin Huck/James Armstrong,96 Old Main St. Th Note: Please call Fire Department for an appointment. 508-393-221_&F 'b Other Appropriate plans and/or application shall be provided to each of the departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for cooperation. Receipt Acknowledgement: 1.111/ 1 i S -- /614.-eitati.i App qc is Signature Date • Rev. Dec.2015 `-f"` BARNSTABLE FIRE DISTRICT ..W 1987°; WATER DEPARTMENT ti: 1841 Phinney's Lane P.O. Box 546 Barnstable, Massachusetts 02630 Phone: 508-362-6498 Fax: 508-362-9616 www barnstablefiredistrict.com bfdcollectorecomcast.net July 23, 2018 Jennifer Reimer Michael Cefole 4360 Route 6A Yarmouth Port, MA 02675 To Whom it May Concern RE: Map 93, Lot#4.14 The above referenced property is served by the Bamstable Fire District Water Department for domestic water. Sincerely, Thomas J. Rooney Superintendent VDAC • C H U B Be WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S62UB-0612259-2-18) RENEWAL OF (6S62UB-0G12259-2-17) INSURER: ACE AMERICAN INSURANCE COMPANY 1 NCCI CO CODE: 12165 INSURED: PRODUCER: MOULTON REAL ESTATE & A H RIST INS AGENCY INC CONSTRUCTION INC PO BOX 391 PO BOX 118 TURNER FALLS MA 01376 ASHBURNHAM MA 01430 Insured Is A CORPORATION Other work places and identification numbers are shown In the schedule(s) attached. 2. The policy period Is from 08-29-18 to 08-29-19 12:01 A.M. at the Insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA 0= B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work In each state listed in ..o Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 068 .=C D. This policy Includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 0=-- 4. = 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required Information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 08-07-18 WC ST ASSIGN: MA OFFICE: RMD CHUBB 24M PRODUCER: A H RIST INS AGENCY INC 26LTL 007405 TOWN OF YARMOUTH BUILDING DEPARTMENT PLAN REVIEW &BUILDNG PERMIT APPLICATION REVIEW Applicant Name Permit Address \\O ST51#tr5 C,;rck Review Date P OwQ,1\;"s 4 AW(ooH, \2k +A`ks ) 4;1O.e,Y, , ft", ((qv, rr") iv,nf rr,� k cAr IIM5Q &CCI s_sh QS' x 51h 4 �9 9 _ p'i'aQpS‘Mb.9 kl , X Qot ' o j�l j _ 2sn` oY £� .� � � � ho Sears, Tim From: Sears,Tim Sent: Friday,August 17,2018 1:58 PM To: 'modularmoulton@verizon.net Subject: 110 Sisters Circle John, I have reviewed your application for 110 Sisters Circle,and we are going to need some more information; ✓1. BBRS number �. �/1 j I�� ']�, 1,^�(Al Set crew information ( "' `TJ 1. 2 full sets of plans for the garage including a high wind checklist or stamped by engineer 1 2 sets of plans for porch and any required landings Please submit these items for review. 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I V JUN 11 201 E l r 1:; . t r:zX= i`:`.aa Ajla�k LI . LDKNG.s uni A Pi ids Oil q rz'-n' T-3 s-s' c� RECEIVE, >� I oy 1 22018 N_Q� j I TOWN CLERK 2 j SOUTH JUN YARMOUTH, MA i Ito co 9r.t?. o S it St ta • 7. I x Cd i I til 0 C �d x sL— --- co C ) •0 13 • . E: DATE: DRAWN BY: STATUS: 2840—PRESTIGE 2 STORY °'"•P°° +°"" PA: Byze/zD,e Rus coxro 2nd STORY FLOOR PLAN MOULTON REAL ESTATE & CON on CEFOLE P OMM1 .1. W YARMOUTH PORT RARNOTABLE MA P B PROFE°SORY )]FAST MARKET STREET L"ML SNOW LOAD 4 ft IN.) MIOO EB RQ PA 1)B17542BURBWP PHONO (570)537-1424 140 MPH VULT 30 2200 sysTehs'xc. FAX (s)0)B3)-B,]J P79 NO. RM Oa P7w ,.,, 79720 P79720(760) z o _ H 5 658 Yra0 k flit. 8--o £w Ei € p5 xr-6• $j g Ran.,*° 5 � 1r-C•MIT•A' Ir-f•VRIT•6• B. Y R Q i e mFi I I i? !$11 2 4 0 e'-r e'-�+' '1H ye a: g n 8 ��- 13056 1/ C \ 1d gi , Id i s QorD' I _ .a 545 n0, ALE DN.a ram'V+nw 9 n 93g z I 4 tl l 9 2 1r 'x Mir r Ns C ,4 'MA y 2 j °`°' 20 35wtrb...(_ �--J I it �--��� 1,6 18 1 s ' �� L .�( I _ 6� °� OCDK�N�SNGH za I4 �� 62/0 �o� wAY -r1 2`"E §I %:1 14 1 p 9"n-4- [_ 1 Q�E fjA 8.NO 3-2 m.N2S+ L--' :I I tl --... 5 ov c ! I _ } Y " ig q r - i 2.„- 4 I s. = ig Q Y !.-1,� 054E Ya. 7,30 ff$¢� r' _L °A DT: � �j. - A Am1 P,....,a„r A.- L J ili L ;:___,P I-C = a 1 6 f X C 41 9L2 R 51 „tt6 [� Ol Il q ill 2111-FIRE MI 0 II __ APPROVED * UT <3 1 , Ea 9� j� JUN 11 2018 ' M 9 It. is Fp P 6F� YARMOUTH ,' z ;� to be. OLD KING'S HIGHWAY 0 6 m ib 3e"AdR 5� l 55QN 1 4 r .'0 f O Etri -1 l i$ F � I r RECco b s2fl2 , €ii rt Er II Rig x a 4 ,. o I JUN 12 20114d y b � P $�mR��p � ] n (z tri r R f4 ; A 9 7 TOWN CLFP,KI 0 C 1 a--f g I SOJThI YrtY.; J I, , EL E z . A't"° = 'F Z ,,c/h* h a tt V Pao = e"s i :`6 m Is ,tea, o y2 '• C7 �\ ~ C Y TT 2840—PRESTIGE 2 STORY `""PTIR Pact DATE: DRANK BY: STATUS: roue. oym/zma HMS c°xro 1st STORY FLOOR PLAN _ MOULTON REAL ESTATE & CON CEFOLE ` on SCOTTY VAR W YARMOUTH PORT BARNSTABLE MA 1 PR°nEssiaw 72 EAST MARKET STREET ....Fin ,2P LOUD TO.rE 1 •• MIIOAD (570)PA. 7242 Buiwwo PRONE: 637-1424 140 MPH WLT 30 2200 e s FAX! (570)637-6133 ono.so, aw .a PIE xa Sv.uS.INL. 79720 P79720(760) ' 1 ;»SRj %WAN Hip p j ¢ P A A i y f• � 1Y-0'UNIT'4' 1Y-0'UNIT'B' e5 Y pp ���iiti Sox �l§ Ssi.1 .it B 1 ` y ion I „ _ Ra, s rip FOCOLAVOggAVPIIS X 1 2 Mir E 6 ci RI Pr ! lis J` II 141 y nr MAY212 Y_y r di" ;8 = w lii 1a �a y9 t xgg ; l h� 5p�� 4 P�� 01 :i6i /�� YT Bi E'�015 :1 •d�sy M— ! da r .om q —, 1l N 1 .1..11.4 R N1 "I I lea Krim{ II MI <' v d �I Oa glg ii I4 ma m I. ii d i�lIIl '1 0!� 8 4, I YS �_V 8"r 8.11 filif r >� I SR -ar7— ,.•to I IL.,_. 9 U! !s r R Nl. 7 I 5-p f x I 5 S t ¢0 . Y-21 R i i .r-.r ,ar-•• d 111 1 3-o u 4441!!41!! i2 ii APPR®Vp �' C JUN 112018iCI ;3;81 w FliI024Y_ a a G1 c ,- risis ., ;5 !Uri i . a 13 8€ ""; RECEIVED A 70 'C s 11` 0411€ 111 114 I' 9 R , � ! JUN 12 201 4 m Er P" �N4 2 S =1eF Ed I TOW I m 1p ,a = 4, ! NOL Fp. o� ���9 M SOUTH I Ynn' i,UU i P.A r{ CrJ An — ---}_-_- -L_ _ ___ .} Kt/ 4 , .gQ1ily.x, j a A / O (k 0 m Y d DATE: DRAWN BP STANK 2840-PRESTIGE 2 STORY °"�`r b2TCCG 04/26/2015 NMS tuiro 1st STORY FLOOR PLAN MOULTON REAL ESTATE & CON CEFOLE W YARMOUTH PORT awnBARNSTABLE Ir°MA "• ROEESs o.tt 72 EAST mon 61RxF fT Fp y® �YK14y- IA EI. - ""— RIME: 84.1754 140 MPH WLT I 30 i 2200 SAWING •A (570)(R4. 7 5133 2 III s srV S.lNc. FAA: 1532-5133 care xo. SUM.Na E N5. ...r... 79720 P79720(760) ds „ rya - chi"g u'-o'we Y u'-R•uxn•o• D O ct>1yy.'0 e'-Il. 0E,IL/ Z 1 P,I le•-.• a•-A lir trl pgp v ��S 5 7} ]a .Q�s 1 I. Mil !ge ! z 3 i{ Fr F; s-lo a/• O , i p�k�� ' 3i f 77 L� -kJ J. • �{ 5 eATx n L ( ay PIC31COM I 24 rr- =Jr 4 m, Y 11'-II' Vt -II ■ e����� I Mir r _ — _ L • [ffa �° O�„�J I ` SAY 2 P.S e i" q �— F u 1 2018 mpi Ta se . : . °•CDici NMUUrH :I ..._ a It� SHIGHWqv zm �g z '1� § ` 00 v A rm1inl O O S-0' S'41I -'� k•g LI iffft ; PPR0VED —§.`'' � f A (I = tR L UN 18 K r 5 l4 p etgz� a I 11 20 a &Ez==a 7 D. YARMOUT rx I s P ill CDKINGSHIGHWAV <- �� I Ir-u• r- x e'-o• Ij 0< 44 _IIYY II I RECEIVE t- ill yC I ®y I JUN 12 20,8 Ngo, TOWN B i SOUTH YARMOUTH, MA - d ` � - i ! Cd o \ a a A o a co anN 2 PAGE. DATE: DRAM BY: STATUS: 2840—PRESTIGE 2 STORY autir `"'OWER o4/2e/core HMS CONFO 2nd STORY FLOOR PLAN MOULTON REAL ESTATE & CON CEFOLE W R YARMOUTH PORT mm n BARNSTAPLE .MA • PROFES6IONAL 72 EAST MARKET STREET .mo intoMIO%E&1R0.PA.T76xr wow ww so Fl. N e]7-MA o d140 MPH VOLT 30 2200 , BU4aNa PH W ono 037.1424 • . S•R:EM&IPC FA*(S70) cam xe sun...sun...xo MF..o...o..,, 7020 P79720(760) PROFESSIONAL,. QUILOING}r„ . . .SYSTEMS,INC. 72 East Market Street•Middleburg,PA 17842 (800)837-4552•(570)837-1424•Fax:(570)837-6133 www.pbsmodular.com March 19,2018 To Whom it May Concern: This letter is to serve as confirmation that Richard Hatt of Set Connectors,Inc.is a certified set crew by Professional Building Systems,Inc.("PBS")and has submitted all paperwork and insurance certifications required by PBS to perform builder-controlled sets of modular homes manufactured by PBS. Please contact me at 570-837-4407 if you need further information. This letter expires on 3/16/19 Sincerely, Tammy Moyer Professional Building Systems,Inc I nfleie• $ $p P 1Y-e'u+IT•�• 1Y-Y __ EP a R 8. > 4,_e. 4._e. S ERmEg I I x; :�II a — . c a•-o• a'-n• y oro J 1�3� � g \ d I y nook r r__ awl,. ;� ��a .� 0 ; r 2 r }}}F _r D 4 c5 g- 81111 !1 51 M l 2 .-I I7H _ i ii EIVII 1 S_0• f ,I M• _� .. ,_, z MAY 21 2013 I 4 a r.e z ve YAKMUUTM N r4 4a€A . [ , g�T OLD KING'S HIGHWAY 5=0 Ea 0 4 "�£ g ill € 4 ro m `P Y-o• 4 Rll a-4' ®i EPa 1 a .9 • �' t— � � q SI' r e 3 o-w.. cril gt i 1 01! ■ M u J 10 It • r m�8 4j e'-Y e• aR Q> PD R'e 6 r.n �g• Ff{ a^ .—J °" "(8� p1r F7aI1 L seem rn .IO ; n pi EMI X35 i .nr,...,., OX(9 g IC P e•-m t— L9 R =n t tto Ix it-n• Y-A• e•-z ip n �I '` i ----- lq---- g zu I LDiIRE El � �'m 3,-a• .13 .1 P I 1I ZZ * <4 ' SI APPROV 'D m Nn 0 t, r N..o� �i Ra ; JUN 11 2018 1 r OC i lilvi -YARMOUTH IL 4 x 6 i£ER I I ea'A OLD KING'S HIGHWAY ` "i a g9Fg11.g j1 F O g0-6' ze Ili biI� RECEIVED i o 90g.E� ea II y r iKlg; Ii, JUN 12 2018 1 m r : g # mid III 8 /moo)• R c�yA -i Y po�a �gk1 TOWN CLERK r r pz t>gPin£ @ 1 SOUTH YARMoUT. 1.M o .41 • Fi7 ae•-o• 1 „e, 0 gc �qa M z s '4 1c4 ei PAGE. _ DATE: DRAWN SY: STATUS: 2840—PRESTIGE 2 STORY °°"e 'I " 04/26/2018 HMS coNro - - )g( STORY FLOOR PLAN N MOULTON REAL ESTATE & CON ..C[FOLE W -err =pre SEAT YARMOUTH PORT BARNSW LOBO MA • PRaFBeswRa 7e EAST MARKET STREET ONO•vn snow LOA) .R MIDDIE&(57 RA nea 140 MPH WLT 30 2200 (11.3) Solmw0 FAL ( (570)247-1424 e e FAR (370)287-8133 ORDER Na SAM.Kt n¢N0 ...ft...S5FM5,INC. 79720 P79720(760) O w � C A v ' 8� 0 R a apo DI :� 8 LI >- n' 0 CO b An P D +r-Y UNIT•C +]'-a•UNIT•o• D F f 0 yi 0 C 11015 N Y.I tri na 0 1 V OO^ Ip._°. I Y'-11/3• r Po L I O Peg ! - 9 3 I % 4 .,�• 2I ii e8 0 C-,3:2, iri 4 C-, y try; pFr' 3a v �• I g a LII r. BATH - m R' 11 'Po q _J ---lll 2 M q q1 Vs ° o• t etruto r r 1 ¢ � � t [ j � 2s ; o.� i N �4ECEIV t.., 4 IL IS anti 1e•FR-I S / S S SI MAY 212018 • aan � . i 3; i ��. ''-:16 III YARMOU n C D y t L�°I—..e'J c to. N ( ������� '�� YI 0R• s OLD KING'S HIGHWAY ' Yo q IJ rtMr IrI Mg R, II ( a '�� �; ib APPROVED I ri% Ii s [9 1 JUN 1 1 2018 ,: I,�, � �4 YARMOUTHISO' 3 1— I OLD KING'S HIGHWAY , ; I •WC I I �y RECEIVED ispIzIIII I I JUN 12 2018 TOWN CLERK 11H YARMOUTH MA OUT I I i Q 1 N I a N u_ z CUPAGE. DATE: DRAWN BY- STATUS: 2840—PRESTIGE 2 STORY [WIDER' EFOLE 04/76/2015 Nus CONFO 2nd STORY FLOOR PLAN MOULTON REAL ESTATE k CON sUxtxCSTATE W OTT YARMOUTH PORT `Dux—BAR NST ABLE T.MA • ��PIIOFE56IOxN MSDDIEtIEAST R0,GA 05744E0'2 78 *NO SPEED sc.L 30 31 pl. N BUILDING PHONE: (520)an-+424 140 MPH WLT 2200 ° a ysas,INC. FAX (5ro)512-el33 =ER IC 5tIIL IC FILE W. 79720 P79720(760) R i °•;;MM Ats'-e'uuif•1• — 13'-Y'uvR•6• pypy S� FR S A F p 1 �3 E ......_.•. • • • i 5cam 0 aEo y gk C. ni' o I 13056 ✓ g� � s� . a Ano d::'F� s i 3 P 3 lq z mil ggr J as "i51e ,11 J g tee/yeti I ,4 MAY 7 xs se ^t J g,. 18 ai 4 s € ' O I y a ti..,�, OCDkNGe,UTH �1. g E r t 2R 2 GNIA, sera i 44€l I —N ! g AY Sob biivgh 1 $ \ :Iii e co 3_2.-„emus 1 9 FA a �1:II o ,w 1 K— I. D 1 ,..cg,.... s< •• aSa µfm \ . 1r F 4 = 9 ter. m _ vii 5 D Z 71 i `—T v 1 \1 illig N ,_.� z 5 _1 Q P i ' Ir 8.. LL5 4 . .....iu p Y r �i >'. 1 Dpk� -II 4I I 1 �e 3 29 mu ray .p1 a wlnm ait,r2n'Po t li k EY.03 ■ 9 �•- 3 1I , � m l c e•-a' 7� t f m e S P ' x> I tx-n• p;i�r-r o•-x I q S to -.- xRiIRE J �! yp r • . °° APPROVED ZZ <3 II oo oo H q JUN 1 1 zois I 8 1; e� ij e YARMOUTH I z a 'a' I,hA g g E' OLD KING'S HIGHWAY 0 8 S1!:ie 1 i I I e e g 5 Po ga R � JUN 12 201 ex o TOW I -I P- b 8 �i SOUTH PARC d ;.I tIA m eR S I oy.) O M 2 it PAGE DATE: DRAWN BY. STATUS: 2840—PRESTIGE 2 STORY .m MOULTON REAL ESTATE & CON �sTOYsaCEFOLE nape/xoie Rus CONFO 1st STORY FLOOR PLAN W on MINTYurz YARMOUTH PORT BARNSTABLE MA e ` PRofEssloRnL 72 EAST MARKET STREET ..s y,�s sxo.sacs m rr. MrommuRq PA.97042 140 MPH WLT 30 2200 _ RAMO PHONE. ONO 037-1424 e • FAR 070)0.l)-0133 morns M.SU No. nz No. .�Sr�Tsus.Nc. 79720 P79720(760) 7 000 7' told PIMOE e'-n• xY-e' t]'-G'IlN1T'4' _ 8ea 1.0 L. D p U=Y UNIT•C' OyAOti�Evf oo0 o _ o0n �� I S n�3 L'— i Sz Iq '2 1 I 'P}(€}([� ri Re 3 I O R N Wig y � I u• f. BATH/x —J , O1-`R I/ �� ( I e ff§t r' I� lLtiaN I®:r13 4f (i: O o.o u MAY 2 "ani g a iE:�°= 'adA1 x ;IIF 12018 U = -) 2n . .LpK�NGM�GHP r. 1 �' ^ 6_ J._oµM. S GI/WA mm gil 4 4 ci •ce ca 2 %4PPRO 01 Yk mit ; V:p Siif� r 2A • r(�a I JUN Ii P 'a l II ra a 11 2018 gass ld �1 °ip ur �x ggI P KNGSH/GHWq ,�",. R Y qo.� I 4/P i RECEIVE DC I � JUN 2 2018 " TOWN CLERK SOUTH YARMOUTH, Mq I � A a - -- N 8 Z 2840—PRESTIGE 2 STORY °"`" CuSIOmER PAGE: DRAWNHUS BY: STATUS: MOULTON REAL ESTATE & CON CEFOLE 04/26/2018 KMS casco 2nd STORY FLOOR PLAN w on pan sort YARMOUTH PORT BARNSTABLE MA k PROFESSIOM•L Tx EAST MARKET STREET Few S LI0 SNOW Lon m FT. N MIUOE (570)P6 ne4x 40 MPH VULT 30 2200 • BUILIMG PHONE: 6Tx-14x4 a . FAIT (570)6])-8163 WD"9 xo ewK.e NE w 7 ,..$:STFus'wK 79720 I P79720(760) I euro-',Jun uro- Rr•. �1 8380 x118 } sr-e• x F i ill is-r me•.• .r-r UMT•e' A s$ 0 t 11O 2E't 1I Iwx � ;�d ` hi $ A z I st • 00r I• r5v`:a ""°fir M F)0C 5a r.,m mnomw y C! >q 2 g mil D' u f g� r �y R < a9 ti I R�CP'lie is a I MAY GA • Y I„S-� ' _ i I �Fg 12018 J li `I e�4 a i-r-r 9• OLOkim,a um P.S >a � ,R I iir 2R 4 sAi HIGHWAY D Eg �!- J u�u'°n I _. A K r '9 ':gm o 1 - MMMTT I ' E F a1 k 6 1I1 ■ILII § Fa , e ��� `� `L` I x p 8 ” Y IJI�I� � " 9 I4 o b 24 I "5 " y } D e a ¢ I 1 res n l" Mil _u m ' •'i' D�.ii)�p t v�°• • to I 25np {{ '7 F �• +m.nww.ro Z� k EMI �� i _� LI ma R e r �!'1 C 4 .Y-'r x • 4 I r-f 1 .. _I.............44— TIRE Jd MIA d. APPROVED IA I 11 JUN 11 2018 CI 6§ . to N_e� ;I Fa YARMOUTH , z � � =Ifs • HIGHWdY 0 o r- 5 Brave = 1 1 €�l£ a = m P Ig"A 11 a c'- z gri aiii Isal/ 1�^f1 Aa T" g i Ea, RECEIVD " 0 o ata ; Ib 13 t x o �; JUN 12 2011 y En I 9 A E3 qq ' NCLF 1 � Aa TOWN a aa£lI€ap$.r SOUTH YAF,f/su R..�r E.A o II:S 1 4;21 nS 1.E-{f.._..._...._._._..�_..__.::I�__ ._.. 1` �, A � II 'SM Ai A 7y Z ° m2 o 2 0..,6. P+=E. DATE: DRAM BY: STAN&: 2840l PRESTIGE 2 STORY MOULTON REAL ESTATE @CON CEFOLE a+/25/2me PMS °WO let STORY FLOOR PLAN W v art YARMOUTH PORT cam BARNSTABLE I+•MA • PA09ESS om.L n EAST YMKET smut MIO_ v+v..ow It TI t � MC LZW 50.vA 17ea1 140 MPH WLT 30 2200 e BULCMO PHONE: (510)137-1424 s a SYSTEMS,INC. PAL (570)507-5131 P6W i10. VM L n BLP; w mini. 79720 P70720(760) WN , 8 3 l *lig 4z o y 8 h>p�n >7-a' b1 .0 w x tr-r UNIT•" a-r uNrc ro• > O CO i G'� a-n. 13046 46 N nO O 9 a r> �._,. -4 V2 rn 8 p" I G`C LI j Pa II 2 5 7} f4 Q {�€rr e9 y Z y R �a Y �a 1 1 A'` s'-o 3�• 0 z # ' f II Q y • K I, 5 aunt#2 „ I II I.Vis,W IO. S i - u'-n' I:E \•mo`o KL leek I.Pli.il ' II ��O el 1 e A 2! ^ ,VI :4F q£i 111: � � lligt AYZI2018 aro w ani Ti 18•'; 1 3 '' = " 1 �F' Lp NGSUu A s =1 Ur /^'�\L F•_� 3•-:M/S [C • KI yMHIGHW C> T "C 1 y L�'—���. .7 e51 4 'Sill] k, 00 9 r APp 5 V rp- r '" (ri'ifli3I.i JUNRo f. �. ?" NIssei I 18 siS ARMOUTH <" ki} a ING'S HIGHwA tr-n• r-s a 6_3 I II _1 I • 3c ! RECEIVE u i JUN 12 2018 "gip TOwNCLERK SOUTH YARMOUTH, MA I i I ! I Q I I N i L_ - 1- - i N • g F PALE. DATE: ORAMN BY; STATUS 2840-PRESTIGE 2 STORY wiLLEA a'INFA 04/26/2018 HMS CONFO MOULTON REAL ESTATE k CON CEFOLE 2nd STORY FLOOR PLAN Pn muter STAR WYARMOUTH PORT BARNSTABLE MA PROPE64pMA 71 GST MAMRT SIRED NW�E6 SIM10V a FT. • MIDDImJRG PA.1'7541 TAO WLT 30 2200 • BUADno P6CC (670)m-1424 N • • $,sworn..me. !AY: (SNI 637-133 062(0n MPHNo n1E No ,,,,,, 79720 P79720(760) l.. 81 ane 1 57 r e E1. 4 !!!1 ',1,i +Y-v uxii'1' — LY-r un R' ?d�s 0 £� prtNi i fR yc> p in 0 col �� e'-0 a'-n• 1]OSB ld 7W�S • R y .6A 59 P _z I 1 q € I cc";s PM n a li 3 i— Wil 4 H u r p� y�y�p i 1 ` M R = iz 41 L r X 4/N MA?e1Ve1 Y " 18 iE 2120m p�P � �� ,q . �� II J M `5 OLDKlNGSUU)N » HA MGF g>a e y 4 9 wAY P. 8 ?° # I �# 2 "f Lp yy 4 -[ P8.n 4 B p E i Y_0 �T 4 R�R s-Y Cd >li d T5 & -. 0 " r _ E3 9 '� 1 IRI'��L 1 �� S F ai v B jp Dn4V �i p II A� I i I5 1 , .9H i riitifilociii zx5 e > 9i +y r_Y • a� , �r $ ��� rel. s°( IpP»...u+e lw �x eY:o; I 1% I �: q e-0 R,, 2Y x i ti �� p APPROVED '� JUN 11 2018 8 r N It o: !�e YARMOUTH Z b] �Aa OLD KING'S HIGHW I� Z it c 5 X11 A r m Ig iwgil g ig 1 g : RECEIVED H `Ptiv -c ; giippllx14 i; a3 JUN 12 201 9 r <& n to ;innla� L TOWN C;L ER IiI hel'241 4'0SOUT}IYARf5oj1:P a S9%�a'pNp 14/ t^ r,^� Q 5�.� B S E I ... ...........___•• _.JJ D A N !AQC� fig' —, •`A• tigis a CZrI e) Y * PAS DATE: DRAWN Br STATUS 2840—PRESTIGE 2 STORY ""°`A °,5.°rz5 04/25/2015 HMS Wm" 1St STORY FLOOR PLAN MOULTON REAL ESTA7E & CON CEEdE WV =on jse.rz W YARMOUTH PORT BARNSTABLE i MA • wTk PRo 5Saw 72 WT MARKET MET »°SPIED SNOWSNOWLOAD Im FL. Y°�A10.PA.17142 140 MPH VULT 30 I 2200 ) ..A '/LILr BLOWING PxONe (570)o1-1u. e SvMreMS LNC. PAA(570)537-513e c»u no. no&Me FILL Ma ... 79720 I P79720(760) t C r. 02 M A ' s 8 xr—s' 00 "U w Of A>p +l'-Y UNIT'0' +]'-0'uxrt b• 'D _.E e-II M O `9>>- ' 1301 M nE � o r N S 0 171`1 r-4 vr rn o I ..°n8 I. I i P2 p $ j-i ri % ! .. o 2 Mil y T ,, !!g ,E r. iii: li 0 1 Ji a 0 �+ BAN I_ k .amuv att..t..W GI 4, r lia 1 S (%xIM/TTL §. C itil `�9e i . irrPra � _ r_. u = < MAY a•ig4 e % i 12018 ;EnI i, s ' „ p �5l _ . � j 3w24 �-_ � Il ( K�NpUrH • SHrGHWAx c>$ g — L �� A4d o O L ,-0' .s 1.. =.0 g 2 _ /1r/3n0 p; ifiir r V: ►. 7. S8 Mil r 2a � r�iIee JUN11 n1 k rl; ra n6'LA a E 2018 B I9 S EES= "� P ,J LD KING SOUTH HIGHWA ld — m •I 14 RECEIVED Q i JUN 2 2018 N P, TOWN CLERK SOUTH YARMOUTH, MA � I I I I I I j 9 � I I a. � t __......L.........._...............__.,......... -. N 4 y8 L PAGE. DATE: DRAWN BY: STATUS: 2840-PRESTIGE 2 STORY emufG a.+01r 0t/2Snae NHS COREO 2nd STORY FLOOR PLAN MOULTON REAL ESTATE k CON CEFOLE W an =um mix _ YARMOUTH PORT BARN6TARLE MA ��PPOPEskM YIOEAST I0.PA 1 '.x0IDez0 few WM 0 n. N Emma PHONE: (570)637-142460 MPH WLT 30 2200 B • 3 s mi x+t. FAX (570)637-6133 meg NI cera$ +x3.. ., 79720 I P79720(760) • • ' .14.,5N TOWN OF YARMOUTH _ RECEIVED1146 ROUTE 28, H, MA 02664-4451 Telephone 508)398-2231 Ext. 1292-Fax(5 8) 39 0836 RECEIVED JUN 12 2010OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE MAY 2 1 2018 TOWN CLERK APPLICATION FOR YARMOUTH SOUTH YARIVICU i}1, MA CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS,PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial '/ Residential 1) Exterior Building Construction: ✓ New Building _Addition Alterations _Reroof v'Garage Shed Solar Panels Other: 2) Exterior Painting: Siding . 17 Shutters I Doors Trim I Other: TAMES HARDIE CEMENT BoAKD 3)Signs/Billboards: _New Sign _Change to Existing Sign 4)Miscellaneous Structures: _Fence Wall _Flagpole Pool ✓ Other: FARMER'S PoRCH Please type or print legibly: Address of proposed work: 110 SI STE12S CIRCLE,YARnotrrHPORT, MAA 02445 Map/Lot it 1 9 3 Iii 1 A Mu PHY Owner(s): TAMES W. R00EI2TSCN LIVING J (BES TRuSTI ROKER Phone#: 1.5d$Z "i-31-3210 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. MI(-MAEL CEFOLE l rgNNIFFR REIME4Z L4�81 4002-2q-go Mailing address:stMon RTE. (.A , YARMOUtIFWOIZ T HA 02-(745 Yee. builb Email: HtCNAEL(,EFOLE@ CrMAIL. CDM Preferred notification method: V Phone J Email Agent/contractor: JoH"N MoULToN - MDULTON 'I EAL EST/4ME °"o COtSTRuCTIONPhone#: (.448) 821--5311 Mailing Address: Pa Sax US' , ASMi3uRNt+PrM , MA 01430 Email: MODULARMouLToN @ vECL12oN.NET Preferred notification method: Phone V Email Description of Proposed Work: - CONSTItuCTloN OF NEvf PR I mARN E:SioE41cC I ouSE, CrA-RAGE, FAKME4's VoQCN Signed(Owner or agent): ' 1 'ta11 - LCD UV tri. Date: 5, 21 4618 > Ownerfcontractor/agent is aware that a permit is required from the Building Department(Check other departments,also.) > If application is approved,approval Is subject to a 10-day appeal period required by the Act. > This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. > All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final Inspections. For Committee use only: Approved _Approved with_Modifications _Denied • Rcvd Date: S'2Reason for Denial: Amount Cas .ya g � Signed: / /i/ i I //At /'. Rcvd .y: .-..�._#V / � .� 1 • . , it 45 Days: ?�'I$ �LLI L' - _ JUN 11 2013 Date Signed: 682alis YARMOUTH ULU KING SryryruGHHWAY 03/2018 1 APPLICATION#: I b' A0s2 • GENERAL SPECIFICATION SHEET Prolect Address: FOUNDATION: Material: PO(eta) CONCRETE Exposure(Not to exceed 18'): CHIMNEY: Material/Color: W I A GUTTERS: Material/Color: AU/MINVM I WRITE ARcFHTECTVRA4 , 11-kumoeRSToeM ROOF: Material: .514114G-LES Pitch (7/12 min)'I it. s- (*Height to Ridge: 2.- Color: GREY J'AHES WARM E LAP I+ARoteSfMteer6e Uapbaord SIDING: Material/Style: Front: Saar CEQ4itMIu. Sides/Rear: COLOR CHIPS Color: Front: COPrtLE ST'oNE Sides/Rear: CoGGLE STONE TRIM: All windows&doors to be trimmed with: 1x 4 1x5 (Circle one.) hVMHJIH SfJNIN a to Material: PJC. COMPOSITE Color WRITE DOORS: DOORS: Qty 2 ,Material: FIB erg CrLA-SS Color: NAVY &uE BIOZ t L AVW Style/Size(if not listed/shown on elevations):TRW-IA-TRU S2A(. : 3'0 rx br$ C13 �y"%333)3 STORM DOORS: Qty: 9- Material: AWMINOM Color WHITE wJ GARAGE DOORS: Qty: 2 Marl: STFFI INS%p Style: Color WHITE RECEIVED WINDOWS: Qtv/side:: Front: 13 Left: 'L Right: I Rear. to Color. W H ITE JUN 12 2018 Manufacturer/Series: PLY GEM PRO f LA SS 1 L Material: PNC. TOWN toSOUTHYARM ERIC Mq Grilles(Required): Pattern(6/6,2/1,etc.) q Ia Grille Tyne:True Divided Lite: YARMOUT Snap-In: Between Glass:_V Permanently Applied: _Exterior t/ Interior STORM WINDOWS: Qty N IA Material: Color: is SHUTTERS: Marl: PVC, Style: Paneled Louvered V Color: r0.1RAvY SKYLIGHTS: Qty: 1%1/A Fixed_ Vented Size Color: • DECK: Size: lair 40Decking Marl: task IRE% DECKIKG Color: rat Railing Marl: PINE Style: COLONIAL Color: WHITE WALLS/FENCES*(Max 6'height): Height: %.I IA Mat'I: Style: Color. (Show running footage&location on plot plan.) 'Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: HVAC-REAR OF HWS Screening: URIBERT RILL. LIGHTS: Qty: Style: Color ex FORD ►3 RoN je Location(s): FRONT DOOR , GARAGE EtiTERANCE bctR, rrARA&r-Gems LIGHT POSTS: Qty: 2- Material: WOOD Color WHITE Location(s): EMO o1= 1VRIvEWA'f -eon-+ SIDES OF Dew EWAV APPROVED Additional information: JUN 1. 1 2'013 yruxiv:Gi ITH • OLD KING'S HIGHWAY 21General I f,/�� i 9/2016 APPLICATION#: b ° o TOWN OF YARMOUTH 3L .'.c " OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508)398-0836 RECEIVED STATEMENT OF UNDERSTANDING JUN CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN 12 2018 SOUTH gRMOERH N1A As property owner/contractor/agent for construction at urn S; u Orc-1 1L Map/Lot 93/•5! /11 C/A# /Fl-Ao S y' Approval Date: --//—/ I I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the 01(11 972 CMR Rules and Regulations: Only minor changes maybe approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment_will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop-work order or delaying issuance of an Occupancy Permit or final inspection approval. 4 t • 7 I have read and understand the above statements. JUN il - /013 �/y, //l, YARmutiT Date: w/(//( $ Signed: ' I I 'LO KIN y (Own r/CContr'ctor/Agent) -- Signed: o� (Chairman, Old ing's Highway Committee) H-1OKH COMMITTEE1ApplieaUon FamalStatement of Understanding 2015 dote Updated 12/2015 IEcEIvEJ6 Rider"A" MAY 21 2018 YARMOUT LAND ADDENDUM OLD KINGS HIGHWAY PROPOSAL TO PURCHASE RECEIVED SELLER: Douglas A.Robertson,Trustee SELLER: Jane A.Ryer,Trustee JUN 12 2018 BUYER: Michael Cefole and Jennifer A.Reimer PROPERTYADDRESS: Lot-14,110 Sister's GrdeYarmouth Port MA TOWN CLERK SOUTH YARMOUTH, MA PERCOLATION TEST CONTINGENCY Said Agreement is subject to completion of a percolation test satisfactory to BUYER and done at BUYER'S sole expense.BUYER shall provide a copy of the percolation test to the SELLER no tater than 03/15/2018,SELLER grants BUYER or BUYER'S representatives the right to enter upon said , property for the purpose of performing the percolation test,provided,however;that any disturbance of the premises shall be restored to the original condition,as nearly as possible.. SELLER arid SELLER'S agent do not warrant or guarantee that the property Is a buildable lot: Said buitdabtlity shall be determined by BUYER at BUYER'S sole cost and expense es a result of making the necessary engineering test,preparing any necessary plans,conferring with the appropriate gbverning authorities to determine'whetherthe proverb?will be considered a buildable lot according to their standards. PERMIT AND APPROVAL CONTINGENCY. - This Agreement is Made subject to BUYER being able to obtain,at BUYER'S sole expense,all necessary permits and approval required by the raven of Yarmouth or any other governing authority,without any unusual or unreasonable requirements or errperises required of BUYER In order that BUYER may construct a 3-bedroom home or larger on the property.BUYER agrees to notify SELLER'or SELLER'S agent In Writing on or before 04/30/2018 if BUYER will hot be able to obtain the necessary permits or approval.in the event of 3ueh notification,this Agreement shall become null and void and SELLER'S agent will thereby be authorized to return BUYER'S deposit forthwith to BUYER without further recourse to the parties hereto. . £" " SELLER gta A.Robertson,Trustee Jane A.Ryer,Trustee BUYER: tin ( - •M Jennifer A.Rei APPROVED ' Jennifer A.Reimer' JUN 1 1- 2018 VH,NMOUTH OLD KING'S HIGHWAY • MI Entry Doors.pdf ± s gn` n Door pictured with on optional upgrade - painted Finish. Pnoressice BUILDING ` ` SYSTEMS,INC. Due to variation in computer monitors and printers,the color samples"seen here may` • not exactly match the corresponding color. Rev4srdJartuary td,10'1. 21 'EXTERIOR DOOR FIlVIsI- .CEII/EE1 UPGRADE COLdRBDts$1C1 JUN 12 2018 MAY 2 1 2018 YARMOUTH Exterior Door Paint Color Palette TOWN CLERK OLD KING'S HIGHWAY SOUTH YARMOU .. A 4 11111 • 6 Ema Whoa Mabee*, Notu& Key-stone Gray Chateau Brown SW 7006 SW 7008 SW 7542 SW 7504 SW 7510 is Is ‘,. : . : ' ronswood Tricorn Black Roycroll Copper Rd Urbane Bronze Worm Store SW 7730 SW 6258 SW 2839 SW 7048 SW 7032 i Polished Mahogany , Rustic Pd Downing Sand Poolhouze Roycroh Bottle Green SW 2838 SW 7593 SW 2822 SW 7603 SW 2847 IIIIII Cordovan Chanute V H. 6 - , ¶ _ Block Entemld SW 6027 SW 6131 SV 6 W 6 41 SW 2936 it JUN 11 2018 rig (a..7�.,e.M.,tn-..,e<.. tFdi 1,.. r,;XARMOUTH,.4 .4.,.. OLD KING'S NIGNNAY rums. r.,>•,4.no.n .—, ti6 . tea Ext. ro,.4 ri r Do r talo i 8 Ctar Door ()Heenan Fiber Classic®Mahogany Collec Page / 8 an m. it %AAltea Honey Weeny 11446 01M Autumn Herne Nov I an% Rotated Becky Kg__i 8 0 R S,` Home About Us Residential Commercial Contact Us And A Dealer pO ota7iq� r 4back to steel carriage house designs - } Advantage Carriage House 1 Panel al Detor♦ tt_ iiNe Oven-iewirlir Pete it. Colors ClausP.rnchurrr E i SI}les �� Ila mks.a re s n , r - 1....-... .�,— ^ate"" Truly unique in style and construction,the Advantage CH _ ' + stands apart from the crowd.The 3-section high design , L___ - maximizes the glass area,and the 6-panels across r' -.... 4_ t !t!t!t accentuate the vertical appearance of the door.Designed to _ °--` i-. __ __ • complement most architecture and reflect the classic k as Y a. .. .�� �� elegance of wooden carriage doors,the Advantage Carriage t 'I O' _ i ���5 ant an ���_ House door is true to its name offering all the benefits of +_ r _ If II s . modem technology,low maintenance and high performance .:r materials that provide years of dependable service. ` ''" ..:•* '^ -• ---.—*- Swing Style Leaded Panel,Arched Cal.LP inserts < 4-q s ��R - ,,,.... .. . i 0 ba Get li 14 L e . •asm iFL . � ` its a - y, ml.. -� r L. — _.. is C:41 MS is raw r..�.S • n s.....r+..�LS. 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' '• ”, .`7..., Y: ----'..`;4' 4 ..,./,'",k reiejtaiat.1fe.„1.1k.VP.ti•-% .'s ...., -'.42' • k.• i ., .oi ,‘i' . lc,";' - - ' ..", `c.: : : ' , v.'4 ',, Itt.„':..21`sy,to,t:!--.111. ci-*f°4,,,-.14"?'''' `4% • 4°•fri 4.,••••'•, ,•^fe4t-'sx.-,-..- - ; , •,.,-, , I-4; .,,, • -, , ,:, , 1; . - . ;•.. • -,,,,,;.‘ 't.,, iv- ,ii 7 n. *.','- •1/4.'-•P•rt • 'C''* :111-:?:•:".,----cttc•et RECEIVE- '' • ' MM 2 1 2013 Iril RECEIVED APPROVED JUN 1 1 2018 YARMOUTh OLD KING'S HIGHWAY JUN 1 2 2018 YARmOUTH CLERK SOUTH TOWN YARMOUTH, MA OLD KING'S HIGHWAY • Sign n ED Lighting.pdf • -. - .....„...„ epie I Bedroom/Hall Light Walk In Closet tight Kitchen Light 10-1/2"-1 Bulb 7.3/8"LED 12-1/2"-2 Bulb 77063-827-Bronze NLOPAC-R6509B2-Bronze 77064-827-Bronze 'EXTERIOR 'LIGHTING 'FIXTURE OPTIONAL UPGRADES U I 1a. I • Jamestown Collection Classico Collectionarph Hill Collection I? Antique Bronze Black Only G"EI bfafr xford Bronze 8457-71 8509-12 84069 JUN ? 201 Coastal Lighting(use is suggested in Coastal t.Area ) • 8 Polycarbonate Outdoor Wall Lantern TIN :1 White Finish/Clear Glass SOUTH CLF Model#:8720-15 YARMOUTH, MA Dimensions:8"W x 17 1/2"H Lamping:1 Medium A19 60w Max Optional Lamping:120v LED Medium A19 Bw,120v LED Medium A1913.5w Safety Listed for Wet Locations RECE"IED MAY 2, 1 2018 Coastal Lighting(use Is su ested in Coastal Areas) ''?t Polycarbonate LED Outgo �q�g _ YARMOUTH :.. wh to Finish 'APPROVED KING'S HIGHWAY �` Model#:85058915-I5 Dimensions:6"W x 15'H ,, 1-1 Watts:12,Watts Rate<:12 JUN 1 1 2018 i Hours Rated:50000 Efficacy: 27 Lumens/v att��r� YARMOUTH r<' 'i Safety Listed for Wet �caYfhPKING'SHIGHWAY PROFESSIONAL SYSTEMS,INC. Due to variation in computer monitors and printers,the color samples seen here may not exactly match the corresponding color. RSJaan7 It 20!! `JNDE Page 6 / 8 to tok s9�i p ••*` >., A x Yr , �� A�' «,Y.•'.. I • • , . Receive/it w JUN �2 2018 kM. a s, Tow MA .. RECEIVED- MAY 2 1 2013 • YARMOUTH OLD KING'S HIGHWAY A APPROVED JUN 11 2013 YARMOUTH OLD KING'S HIGHWAY • MB Shingles.pdf ± • signQ RECEIVED ii JUliO 'ERITAGE 30 YR ARCH. SHINGLES 'P' S STANDARD SHINGLE eOLORS TOWN CLERK SOUTH VA:u• VIII S lied titlitf .,, ,_ I MINIMININNI 2a#tiii1121 < NOMMISION iii 1'f tla NIIIMIIIIKEStil 41441,44441 a 1stilt izZst i+ktl illiall 11 IN,t 1 II tit 1 , Olde English Aged Wood Rustic Black Weathered Pewter Wood tit is i .*a: <' m I iiiiiilltiiiniallaga *Sat rill x .p S. tiI , r. SE l l NISMI tt. _ ,_ I MOM It t 1t 1!! i1 it # 1 K 1 A fi iiillti rttrat- i' i` s 3 14:112416 I AM larnMegaillen .s. 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Due to variation in compute nage 2 / ^'t it may not ex r finial hang.It 2018 , SHUTTERS RAISED PANEL, 'LOUVERED OR BOARD & BATTEN daPLY GEM* • • RECEIVED -y~ a JUN 12 2018 `?Ti- mill A _ "' ) TOWN CLERK ' ' Hi °' :a a �, fl SOUTH YARMOUTH, MAI m r , W d W , PPR®VE® o c. r_:j i i. I, C.° p d1; JUN 1 1 2018 4- :;H L: i YARMOUTH 0. 'Ii+...:.'d' '11:1i Raised Panel or Louvere• OLD KING'S HIGHWAY Board&Batten . Standard Optional Upgral e�,�Ecr! / ® • MAY2, 1G013 eOLORS PALETTE: YAKIVIUUTH s r1 9 „, O ' . 'S HIGHWAY 1 € (, 1i 4 { i I '1 Ell H !T,A, I f ,I x ' ., :* m �� o _ -1, asism n, f :m m n m o w 'inns 7- I til CD '13 a T °: d no y •c d 3•, 111113 G1 to to au a k . 14) x• N o� . l m Ili a 73 0 2* v c • PROFESSIONAL\. BUILDING SYSTEMS,INC. Due to variation in computer monitors and printers, the color samples seen here may not exactly match the corresponding color. 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E; Illi: ;m DZ 14 , s lag s �'✓ - y $ R.1± '� -t.•:24-54i Commonwealth of Massachusetts Manufactured Buildings Program 1 Cr Transmittal Form for all correspondences relating to *w, r Manufactured Buildings and Building Components To: Linda McAlister Factured Buildings Program Phone Number: Date Transmitted Linda.McAlister e.ma.us 508-422-1955 6/20/2018 Commonwealth of Massachusetts Department of Public Safety Board of Building Regulations and Standards 50 Maple Street, Suite One Milford Massachusetts 01757-3698 The person forwarding this material shall complete the following portion of this transmittal Name of Person Chris 0'Brien MC Number TPIA Number Transmitting Material 221 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and!or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval ❑ Building Plans forwarded as a record copy for your files (Review not required) 79720 R-3 Revised building plans for review. ❑ (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files ❑ (Review not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission ri Modification to: 111 Calculations Manual Original Submission ri Modification to: ❑ Installation Manual Original Submission n Modification to: ❑ Systems Drawings Original Submission n Modification to: 111 Other-Provide a detailed description of any other materials which are being - - - - transmitted. Identify any revisions clearly along with BBRS number Also, identify the requested action. Site Location: 110 SISTERS CIRCLE,YARMOUTH PORT,MA 02675- The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable 'Digitally signed by Harold Raup a ro I d DN:cn=Harold Raup Signed y o=PFSTECO,ou, Signed By for TPIA. email=harold.raup@ BBRS No: assigned by Mass. for MASS: a up m pfsteco.com,c=US Date:2018.06.26 •` - 06:09:37-04'00' _-Print Form— REScheck Software Version 4.6.4 0 Compliance Certificate PFS Corporation Northeast Region Project ON-79720 APPROVED H Raup - 3 Energy Code: 2015 IECC 6/26/18 Location: Yarmouth, Massachusetts Construction Type: Single-family Approval limited to Project Type: New Construction Factory Built Portion Conditioned Floor Area: 2,200 ft2 Glazing Area 14% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 220 SISTERS CIRCLE CEFOLE PROFESSIONAL BUILDING SYSTEMS YARMOUTH PORT, MA 02675 MOULTON REAL ESTATE _ 72 EAST MARKET STREET P.O.BOX 118 MIDDLEBURG, PA 17842 ASHBURNHAM,MA 01430-1242 (570)837-1424 (978)827-5311 Compliance: 5.2%Better Than Code Maximum UA: 289 Your UA: 274 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ait j 1N n ,a M1 3111 p" Gf055Area ' ''4Yr;� t ",ri',11 Iii, 3 :14d1h 1 ,I i a 1 11%ryy q idl 111 a:aVity 1 ;Cont A�,, . u ,-` `* 11 "-''''Nr III 11IIJ��r O' o Assembly t.414l �u l) I Vu i1d or;;' )�1 EtNalue, R ";U-Factor UA, �.+ ,. ? #eLa=,: ,;, , . - p, r s =- . Perimeter -R Value.yea. - Ceiling 1: Raised or Energy Truss 1,100 38.0 0.0 0.025 28 Wall 1:Wood Frame,16"o.c. 2,160 21.0 0.0 0.057 103 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 265 0.300 80 Door 1:Solid 19 0.210 4 Door 2:Solid 37 0.270 10 Door 3: Glass 40 0.330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,100 30.0 0.0 0,033 36 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 6/20/2018 PROFESSIONAL BUILDING SYSTEMS Name-Title Signature Date Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 1 of 9 inREScheck SoftwareInspection VersionChecklist 4.6.4 fir Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and - „❑Complies 103.2 documentation demonstrate (6 .'❑Does Not [PRI]1 I energy code compliance for the 4 ii❑Not Observable 0building envelope.Thermal envelope represented on :;❑Not Applicable 'construction documents. I - 103.1, ;Construction drawings and t '❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for (PR311 lighting and mechanical systems. is❑Not Observable 0 Systems serving multiple ;❑Not Applicable dwelling units must demonstrate i __ compliance with the IECC ) ! Commercial Provisions. i• i 302.1, I Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA CoolingCooling: .41 I Manual J or other methods Btu/hr_ Btu/hr ONot Observable {approved by the code official. ❑Not Applicable I Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 2 of 9 Section Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ❑Complies [F011]2 1 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below ❑Not Observable f grade. ❑Not Applicable 403.9 ;Snow-and ice-melting system controls ❑Complies [F012]2 installed. ODoes Not ONot Observable ❑Not Applicable Additional Comments/Assumptions: • • • PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? ' Comments/Assumptions & Req.ID . 402.1.1, 'Door U-factor. U- U-_ ❑Complies See the Envelope Assemblies 402.3.4 I ❑Does Not table for values. [FRIT I O I ONot Observable ONot Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ONot Observable 402.5 ONot Applicable [FR2]1 I a i 303.1.3 U-factors of fenestration products ❑Complies [FR411 are determined in accordance Not ,a with the NFRC test procedure or ., taken from the default table. - _ONot Observable 1 ONot Applicable 402.4.1.1 Air barrier and thermal barrier ,DComplies (FR23]1 installed per manufacturer's ' - _ • _ ❑Does Not ,D Instructions. I '",❑Not Observable ONot Applicable 402.4.3 ;Fenestration that is not site built I ,.❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not O AAMA/WDMA/CSA 101A.S.2/A440 - , ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code , ❑Not Applicable limits. _ - - i 402.4.5 IC-rated recessed lighting fixtures[ .DComplies [FR1612 i sealed at housing/interior finish �, PFS Corporation ~❑Does Not ;and labeled to indicate s2.0 cfm „❑Not Observable I leakage at 75 Pa. ' Northeast Region ',❑Not Applicable 403.2.1 ;Supply and return ducts in attics APPROVED 1DComplies [FR1211 insulated>= R-8 where duct is ? ❑Does Not a >= 3 inches in diameter and>= H Rauf - 3 y❑Not Observable R-6 where<3 inches.Supply and 6/26/18 return ducts in other portions of ,, Not Applicable the building insulated >= R-6 for Approval limited to diameter>= 3 inches and R-4.2 ' Factory Built Portion !for< 3 inches in diameter. ' 403.3.3.5 ;Building cavities are not used as g[g, ,OComplies [FR1513 !ducts or plenums. ) ' ' • '❑Does Not 0 1, . d; ❑Not Observable . :ONot Applicable 403.4 HVAC piping conveying fluids R-_ ! R-_ ❑Complies - [FR1712 - above 105 vF or chilled fluids ❑Does Not below 55 9F are insulated totR- a 3. ❑Not Observable 1 ONot Applicable 403.4.1 Protection of insulation on HVAC - T❑Complies (FR2411 piping. " "❑Does Not 'D i " "' ' ' A❑Not Observable i „;❑Not Applicable 403.5.3 l Hot water pipes are insulated to R- R-_ ❑Complies [FR38I2z:R-3. ❑Does Not '0/ I ONot Observable I ONot Applicable 403.6 ;Automatic or gravity dampers are - I .. :❑Complies [FR1912 ,'installed on all outdoor air , D,0 Not 'intakes and exhausts. ❑Not Observable I ::ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 4 of 9 Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions A Req.ID 303.1 All Installed insulation is labeled - - „❑Complies [IN13]2 or the installed R-values 1„ ❑Does Not J !!provided. 1 - - DNot Observable 7 [ ;❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 0 Wood 0 Wood ❑Does Not table for values, [IN111 0 Steel 0 Steel DNot Observable 0 I DNot Applicable I 303.2, 'Floor insulation Installed per I - :❑Complies 402.2.7 'manufacturer's Instructions and ) '❑Does Not [IN211 in substantial contact with the ) ❑Not Observable 0 underside of the subfloor,or floor f framing cavity Insulation is in t , :DNot Applicable contact with the top side of I. sheathing,or continuous insulation is installed on the Q underside of floor framing and € ; extends from the bottom to the !top of all perimeter floor framing I I- imembers. - 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'h of the ❑ Wood 0 Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall 0 Mass 0 Mass DNot Observable [IN311 ;exterior,the exterior insulation 0 i requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable I 303.2 Wall insulation is installed per I - '❑Complies [IN4]1 manufacturer's instructions. a "" ❑Does Not ❑Not Observable DNot Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region • APPROVED • H Raup - 3 6/26/18 , Approval limited to Factory Built Portion • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ,Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, I Wood 0 Wood ❑Does Not table for values. 402.2.2. I 0 Steel 402.2.6 ❑ Steel ❑Not Observable [FI1]' ❑Not Applicable 303.1.1.1,'Ceiling insulation installed per & , '❑Complies 303.2 ,manufacturer's instructions. - ;❑Does Not [F12]' Blown insulation marked every ; 1300 ft'. - ONot Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies (FI22]2 linsulation include baffle adjacent `D P Does Not to soffit and eave vents that - I extends over insulation.. ,❑Not Observable [ ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R-_ ❑Complies [FI3]' 'insulation aR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50=_ ❑Complies [FI17]' ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]' dm/100 ft2 across the system or itr ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ,handler @ 25 Pa.For rough-in ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to dm/100 cfm/100 ❑Complies , [F127]' ,determine air leakage with ft2 ft2 ODoes Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including PFS Corporation the manufacturer's air handler enclosure if installed at time of Northeast Region , . test.Postconstruction test:Total leakage measured with a APPROVED pressure differential of 0.1 inch H Rau - 3 w.g.across the entire system p including the manufacturer's air 6(26/18 handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F124]' by manufacturer at<=2%of Factory,Built Portion ❑Does Not design air flow. I ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats .❑Complies [F1912 ;installed for control of primary , - , i❑Does Not 1 heating and cooling systems and ❑Not Observable initially set by manufacturer to I code specifications. - - f❑Not Applicable 403.1.2 ;Heat pump thermostat installed -'❑Complies [F11012 Ion heat pumps. 1❑Does Not 1 i❑Not Observable - ;❑Not Applicable 403.5.1 ;Circulating service hot water - `,❑Complies [FI1112 (systems have automatic or `❑Does Not , ;accessible manual controls. • $,❑Not Observable - ,❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.61 ;All mechanical ventilation system', - ❑Complies [FI25]2 jfans not part of tested and listed i i;❑Does Not ,HVAC equipment meet efficacy - and air flow limits. ❑Not Observable ;and Applicable 403.2 Hot water boilers supplying heat _ ,OCom plies [FI26)2 1 through one-or two-pipe heating , '❑Does Not ;systems have outdoor setback - - - ;control to lower boiler water _ ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. - - - - 403.5.1.1 Heated water circulation systems p .00omplies (F128)2 I have a circulation pump.The i '❑Does Not system return pipe is a dedicated ti return pipe or a cold water supply) ;❑Not Observable pipe.Gravity and thermos- I ❑Not Applicable syphon circulation systems are 1' a not present.Controls for $ I,not hot water system `' I pumps start the pump with signal p ;for hot water demand within the t I occupancy.Controls i - i automatically turn off the pump k Iwhen water Is in circulation loop t , is at set-point temperature and : ' •no demand for hot water exists. i ^. 403.5.1.2 'Electric heat trace systems ❑Complies [FI2912 comply with IEEE 515.1 or UL IIDDoes Not 515.Controls automatically adjust the energy input to the ¢ ❑Not Observable + heat tracing to maintain the ❑Not Applicable desired water temperature in the 1 3 piping. 403.5.2 ;Water distribution systems that f- .❑Complies [F130]2 1 have recirculation pumps that i - ❑Does Not pump water from a heated water - 'I I E - ❑Not Observable supply pipe back to the heated i I water source through a cold - - - - ,❑Not Applicable ;water supply pipe have a PFS Corporation demand recirculation water Northeast Region I system.Pumps have controls I' ' g ;that manage operation of the i APPROVED I 1 pump and limit the temperature I ! of the water entering the cold H Raup — 3 I water piping to 1042F. 6/26118 j 1 — 403.5.4 'Drain water heat recovery units m ,❑Complies [F13112 Itested in accordance with CSA F Approval limited to ❑Does Not _ - - i 655.1.Potable water-side i FactoryBuilt Portion l j pressure loss of drain water heat .❑Not Observable ]recovery units< 3 psi for ❑Not Applicable ;Individual units connected to one . or two showers.Potable water- - I side pressure loss of drain water - heat recovery units<2 psi for Individual units connected to three or more showers. - ' 404.1 175%of lamps In permanent ,❑Complies [FI6]' :fixtures or 75%of permanent ! ' - - - ' " ' ,ODoes Not fixtures have high efficacy lamps.i ll I Does not apply to low-voltage k ..❑Not Observable ;lighting. € ❑Not Applicable , 404.1.1 Fuel gas [F123]3 ;no continuous nuous systems have plies pilot light ❑Do sNot [ • r❑Not Observable Ip i, - !❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies (FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 'mechanical and water heating '4❑Does Not ,systems have been provided. E u❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 !High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 9 of 9 icif, 2015 IECC Energy Efficiency Certificate nsu at on Rat ng 041;) Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): G ass&Door Rating -Factor = "'GrAtal)Window 0.30 Door 0.33 Heating System: Cooling System: _ Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion ARLOW ENGINEERING PC December 5, 2017 Subject: 2015 PBS Systems Calculation Manual MA State Building Code 9th Edition— Residential Volume To Whom It May Concern: I have reviewed the subject calculations manual and it is sufficient for, and meets the requirements of the referenced MA State Building Code. Sincerely, Barlow Engineering, PC James J Barlow, PE _�'frl o�rpq °s President ��,� I CI•ILw m m ' NO.49508 ti \� t.5) 4, \SS:0NAI ENG 441-0144 APPROVED 12/05/17 DATE 1/12/18 PFS CORPORATION Bloomsburg, PA 6512 Six Forks Rd — Ste 203B Raleigh, NC 27615 919-845-1600 , TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS 13 4 112 1516 1s•-81' / \ 23 a'-1d• - 10 17 20 21 1 ' — pp - ' , 9 19 22 18 A 1 3 4 O 5 6 76+8 O 2 5 B O 13--9' 13'-9- 27'-6" GROUND SNOW LOAD: 20 psf 30 psf 40 psf IC DL: 10 psf •BALANCED SNOW LOAD: 204 23.1 30.8 psf BC DL: 10 psi TRUSS NO.:TR7-274 UNBALANCED SNOW LOAD: 36.02 42.72 54.32 psf BC LI.: 10 psf WHERE h<42' JOB NO.:150137 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9.24 psf BC LL: 20 psf WHERE h i 42' PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 4.3 5.01 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:271-6' APPLIED MWFRS UPLIFT: 22.43 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW 16 in O.C. 12.74 psf LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW16 In O.C. 27.40 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 n O.C. 19.21 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND: 16 Si O.C. APPLIED C&C UPLIFT: 24.17 psf AT 90/117 mph FOR 120/155 mph WIND: 16 in O.C. 42.41 psf AT 120/155 mph - •5 psf RAIN ON SNOW SURCHARGE APPLIED. MEMBER INFORMATION: SIZE 8 MAXIMUM SUPPORT REACTIONS fibs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6DL+ 0.6DL+ 0.6DL+ 0.6DL+ 1-8 2x8SPF K2 DEAD 20psf 30psf 40psf 90/117 mph 120/155 mph 90/117 mph 120/155 mph 9-12815-18 246 SPF 02 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13 814 2 x 4 SPF 02 EXTERIOR WALL 435 932 983 1108 -89 -186 -174 -502 19.22 244 SPF 02 MATING WALL 83 201 207 224 0 -8 -10 -55 23 2x6SPF 42 MAXIMUM INTERACTION&DEFLECTION: NOTES*1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. _ MAXIMUM 2.WIND PER ASCE 7-10,1178155 mph(Vu8)=908120 mph(Vasa),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-10,20,30840psf GSL,Ct=1.1,Ce=1.0 CSI (n) // DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.684 0.334 518 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.767 0.399 502 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.133 000 ••••• �.APva0VEp 7O RATT BARLOW ENGINEERING.P.C. PES<G�•eF.FORxTSRX •120151150137)2015 TRU55E51]W0.4GFIXDNgTRT-274 85135LLFORIRS LEI.HSUITE 2038 RALEIGH.NC 1201! SECTION 6/pp.32 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS COMPONENT LOAD SUMMARY •CROSS SECTION IS FOR REFERENCE ONLY /ES APPROVED AND MAY NOT REFLECT ACTUAL TRUSS ©/ EXTERIOR WALL DEAD LOAD- 12 psf x 10 ft • 120 plf /�\ DATE 7/22/15 MATING WALL DEAD LOAD- 8 psi x 10 ft - 80 p8 S FLOOR DEAD LOAD• 10 psi x 13.75 ft/2- 68.75 pIt PFS CORPORATION FLOOR LIVE LOAD- 5 psf x 13.75 ft/2• 275 p8 __________________`` Bloomsburg, PA CEILING FOORLIVE LOAD- 5 psi x 13.75 ft!2- 3 p8 LOCATION 1•EXT.WALL HEADER 8 EXT.WALL STUD LOCATION 2•M.WALL HEADER&M.WALL STUD Cl) LOCATION 3•PERIMETER BAND LOCATION 4•CENTER GIRDER - LOCATION 5-EXT.WALL HEADER 8 EXT.WALL STUD Qj a--. © o LOCATION 6-M.WALL HEADER 8 M.WALL STUD 1�c, LOCATION 7-PERIMETER BAND0 ® 0 ® ® 1 LOCATION 8 a CENTER GIRDER LOCATION 9-EXT.WALL HEADER 8 EXT.WALL STUD LOCATION 10•M.WALL HEADER&M.WALL STUD LOCATION 11•PERIMETER BAND 1 0 0 0 J w. . LOCATION 12•CENTER GIRDER LOCATIONS 3.4.7,8,11812 MAY BE USED TO GENERATE 0 0 0 - FOUNDATION LOADS TRUSS TR7-278.7/12 PITCH 2T-01 WIDTH . COMPONENT LOADS O6s/ftj Fes•. 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 373 120 648 395 648 395 923 670 923 670 1198 945 TOTAL LOAD 699 151 1163 575 1197 609 1661 1033 1695 1067 2159 1491 30 psf GROUND SNOW LOCATION 1 1 1 2 1 3 1 4 1 5_.1 6 1 7_1 8 1 9 L 10 1 ii 1_2_2 DEAD LOAD 328 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 412 125 687 400 687 400 962 675 962 _ 875 1237 950 TOTAL LOAD 738 156 1202 580 1236 614 1700 1038 1734 1072 2198 1496 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 505 137 780 412 780 412 1055 687 1055 687 1330 962 TOTAL LOAD 831 168 1295 592 1329 628 1793 1050 1827 1084 2291 1508 C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 196 19 309 108 329 128 443 218 463 238 577 328 90/117 mph UPLIFT -131 4 - - - - - - - - - - 120!155 mph UPLIFT -377 -21 -68 - -48 - - - - - - BARLOW ENGINEERING.P.C. 6512 SIX FORKS RO..SURE 2039 P Q015115013)12015TRUSSES20.'G-40 01DNGITR7.27.6 RALEIGH,NC 27615 • SECTION 6/pp.40 • • NOTES: I.LOADS ME UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)01.0 A REPETITIVE FACTOR ICO•IA 7.SINGLE MEMBER LVID GREATER THAN 14'DEEP ARE N0T TO BE 2.SEE INSTRUCTIONS FOR REOURED BRACING. S.MULTIPLE PUES ARE TO BE FASTEIED PER MAIFACTURER/CODE REOUREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MMIMLA.SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION.REOUREDBEARINGLENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION.OR SHEAR. AM SUPPORT STUDS. 0.MIDSPAN SAUCING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ONI1240 DEFLECTION BASED ON Il 360 DEFLECTION BASED ON I/450 DEFLECTION BASED ON I?MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UMTED BEARING DEFLECTION MEMBER LOAD(IYO GUMMY d/b SPAN BY LENGTH On) ON SPAN BY LENGTH On) On) SPAN BY LENGTH On) 6n) SPAN BY LENGTH On/ On) 2212 SPEW ' 200 75 9'-0' LD 1.512 0153 9'-T lL 1.512 0.153 9'-e' Lb 1512 -40153 9'-P LD 1.512 0153 30 13'-5' Lb 1.073 0304 13•-5' Lb 1.073 0.304 13'-5' Lb 1073 0304 13--5' Lb 1.073 0304 25 15'-5' U 0.879 OA32 16'-5• U 0.079 0452 15•-IP Ld 0851 0399 16•-5' Lb 0879 0.452 19 18.11• Lb 0.763 0599 18'-+1' Lb 0.763 0599 17'-S Ld 0706 0430 18•-1' Ld 0729 05 2312SYPR 200 75 9'-P Lb 1088 0121 9'-r U 1080 0128 9•-1' Lb 1088 0.120 9'-I' Lb 1.000 0.120 36 12•-10- U 0.772 0253 12'-10' Lb 0.772 0253 12•-10' Lb 0772 0.253 12'-1ff Lb 0.772 0.253 _ 25 15•-ff Lb 0633 0377 15'-r _ Lb 0.433 0.377 15•-0' Lb 0633 0377 15'-8' Lb 0.633 0377 1.9 15'-1' Lb 055 0499 _ 18'-1• Lb 0.55 0.499 17'-6' Ld 0533 0438 10'-P Lb 055 0499 2.12 HEM-FIR/12 200 7.5 9'-5- Lb 1.564 0155 9'-5' Lb 1.564 0.155 9'-5' Lb 1.564 0155 9'-5' Lb 1.564 0155 38 13'-3' Lb 1.109 0309 13'4• Lb 1.109 0309 13'-3' Lb 1109 0.309 13'-3' Lb 1.109 0309 25 16'-7 Lb 0909 0.46 10•-7 Lb 0.909 046 15'-6' LO 0572 0.389 10•-2' Lb 0909 046 19 18•-8' Lb 0.789 0609 10•-0- Lb 0.789 0609 17•-1' Ld 0723 0.420 17'-9' Ld 0751 05 211252ND FLR MW CLG 7.5 12•-1T Lb 1.537 0.390 12'-11'- Lb 1.537 0.390 12,1' L3 1435 0 302 12'-11' Lb 1.537 0391 BEAM 3e D09 0.91 _ 168 6 0.999 0.550 15•-r La 0901 o 6 e 0972 os 2.5 31'-10' Ld 0.8)8 1095 19'-I' Ld 0.)85 0638 1)'-1' Ld 0695 0164 16'-P Ld 0.72 05 19 24 -0' Ld 21,0'0.726 1.203 21Là 0.634 07 19'-1• LO •-T 0576 0477 19LO 0503 05 1.5a11.25LVL I -e. ) 75 15•-9" Là 1204 0789 13'-ff Ld 1.052 0459 12•-e' Ld 0950 0313 14'-0' U 1075 05 35 19'-P Ld 0.763 0991 I7'-3' Ld 0666 0577 15'-8- Ld 0605 0.393 10'-1r Le 0643 05 25 22'-T Ld 0 585 1132 19•-0' Ld 0.511 0659 17'-11• Ld 0464 0449 16'-5- Le 0.477 05 - 19 24,10' Ld 0105 1242 21'-0- Ld 0424 0723 19'-r .. Lel 0385 0493 19'-9' IA 0387 05 ' 1.5x12LVL 200 _ 0 18'-9- Ld 1265 0641 14'-0' IA 1.123 049 13'-1- Ld 102 0334 14,1T14,1TLel 1.128 05 4 21'-r lA 0814 1057 ` 18'-5' Ld 0.711 0615 16•-9* - Ld 0646 0.419 17•-0- Le 0675 0.5 0625 1.208 21•-0' Ld 0.546 0703 19'-r LO 0496 0.479 19•-4' Le 0501 0.5 2 26'-5- Le 0510 1324 23•-1' LO 0453 0.771 21'-0- Ld 0412 0525 20'-9" Ld 0406 05 ' 1S114LVL 200 9.3 19'-T Ld _ 1.501 0.901 17-1' Ld 1.311 0571 15•-C Ld 1191 0.359 10'-6- Ld 1.260 05 4.7 24'-T Ld 0.951 1232 _ 21'-6' _ Ld 0531 0.717 19'-0- Ld 0755 0.469 19'-T Ld 0.759 05 3.1 20'-1- Ld 0.731 1106 24'-0- Ld 0630 0.019 22'-3' Ld 058 _ 0550 21'-0- Ld 0.564 05 23 30'-10' Là 0607 1542 20'-1P Là 053 0898 24'-5' Ld 0402 0612 23'-T Ld 0450 05 1.5•16LVL 200 10.7 22'-4' Id 1.717 1.12 19'-r Le 1.5 0.653 17•-ff Id 1383 0.445 10•-3' Le 1403 05 _ 53 25•-1' Ld 1.009 1406 24'-r LO 0952 _ 0019 22'-7 Ld 0865 0558 21'-8' Ld 0841 05 _ 35 32'-P Ld 0.637 1604 28'-0- Ld 0.732 0934 25'-5' Ld 0665 0637 23'-11' U 0626 0.5 27 35'-7 Ld 0.696 1.759 30'-8• Ld 0600 1025 27.11' Ld 0553 0690 25'-e- Id 0508 0.5 1.5118LVL 200 12 25'-2' W 1.933 126 22'-0' LO 1.689 0734 19'-11• Ld 1534 05 19•-11- Ld 1.534 05 6 31'-T Ld 1228 1581 - 27'-r Ld 1.073 0921 25.1' Le 0975 0.627 23•-C Ld 0921 0.5 4 30•-0' Ld 0945 1502 31•-5• Le 0.525 105 28'-r Ld 075 0.715 28•-r Le 0664 05 _ 3 39•-6- Le 0.785 1976 _ 34'-5- Ld 0607 1.151 31•-4- Id 0824 0.704 26•-0' Ld 0555 05 15x20LVL 200 133 27'-l? Ld 2.15 1.399 24'-5- Ld 1.878 0815 22'-T _ Ld 1706 0.555 21 -r Là 1662 05 67 35•-1' Ld 1.367 1.755 30•-r Ld 1.194 1022 27•-10' Le 1085 0696 25•-T Ld 0999 05 44 39•-11' IA 1.052 2 34•-1r Le 0.919 1.165 31'-ff Ld 0835 0.794 20'-Y Ld 0.744 0.5 3.3 43•-9' IA _ 0577 2.191 38'-]- Là 0.766 1276 34'-9• Ld 0896 007 30'-7 Ld 0606 05 1SI22LVL 200 _ 147 30•-9' Ld 2.367 1530 -26•-10' Ld 2060 0896 24•-5' LO 1079 0611 23•-2- LO 1787 05 _ - 7.3 38•-0- Ld 1506 1929 33•-0- Ld 1.315 1123 30•-r Ld 1195 0.785 27•-8- Id 1075 05 49 43•-11' Ld 1.161 2.197 30'-4' _ Ld 1.014 1279 34•-10' Ld 0 92 0872 30•-4' Ld 0602 05 37 45'-1- Ld 0968 2406 42•-0- Ld 0845 1401 38•-2- m 0765 0955 32--5' Ld 0653 05 15x24LVL 200 16 33•-0- Ld 2.585 1677 29•-2' _ Ld 2.255 0977 20•-r Ld 2051 0666 24•-9' Ld 191 05 _ 5 42•-0' Id 1646 2.902 30•-e• Ld 1.430 1.224 33•-P Ld 1306 0834 29•-4- Ld 1.15 05 _ 5.3 47,10' Ld 127 2.393 41'-9' Le 1.109 1394 37 -1T Ld 1006 095 3z•-1- LO 0850 05 ivy �_fM�� 4 52•-r Ld 1059 262 45'-9- Ld 0925 1526 41•-7' MI 0841 104 34•-r Le 07 05 OAT! ,120,17 PFS CORPORATION e........... INSEAM SECTION 16/pp.14 I. LEA: . 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(CO)•1.08 REPETMVE FACTOR(Cr)•1.0. 7.SINGLE MEMBER LVLIL GREATER THAN 14'DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. S.MULTIPLE PUES ARE TO BE FASTENED PER MANFACIURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UNITED BY THE MAXIMUM SPAN DUE TO G.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH _ SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION.OR SHEAR AND SUPPORT STUDS. a.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM a SPAN CALCULATIONS BASED ONI/240 DEFLECTION BASED 05 1/380 DEFLECTION BASED ON I/480 DEFLECTION BASED ON 177 MAX DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM LIMNED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MEMBER LOAD IOD GUNNlitt 6 lb SPAN BY LENGTH On) ON SPAN BY LENGTH On) an) SPAN BY LENGTH(NI On) SPAN BY LENGTH IF) en) 2145PF2 850 1 2.3 1'-6- Lv 113 0021 1'-6- Lv 1.13 0021 1'-6• Lv 1.13 0021 1'-6- Lv 1.13 0021 2 12 2 -6' U 0837 0051 r-0• Lb 0037 0051 _ 2'-6- Lb 0637 0.051 2•-6- Le 0837 0051 3 0.3 3'-0 Lb 0.8640.078 3•-0- Lb 0884 0076 3'-b Lb 0884 0.078 3•-0' Le 0684 0079 4 06 3'-6- Lb 0592 - 0.101 3'-6' Lb 0592 0101 3'-4• La 0567 0.095 3•-8' U 0592 0101 _ 2x4SYPIN 850 1 23 1•-r Lb 0615 0.018 1'-r Lb 0815 001° 11-r Lb 0615 001° 1•-r Lb 0815 0.016 2 12 2'-F Le 0577 0038 2•-3- Ln - 0577 0036 2•-3- Lb 0577 0030 r-T Le 0577 0038 3 0.0 2•-0' Lb 0471 0.053 2•-9' Le 0471 0053 24-9' Lb 0471 0053 2•-e' Lb 0471 0053 4 06 0'-r Le 0404 0071 3'-r Ln 0408 0071 3'-r Lb 0404 0.071 3•- 2' Lb 0 40 owl 2 X4 HEMFIR1Q 850 1 23 1'-0' Lb 1.225 0028 1'-8' Lb 1225 00226 1'-e• U 1225 0028 1'-8' Lb 1225 0026 2 12 2'-S Lb 0.686 0051 2'-5' Lb 0866 0051 2•-5• LD 0866 0051 2•-S U 088° 0051 3 06 3'-O' Le 0707 0077 3'-0' Lb 0707 0 07 P-0' Le 0703 0075 3'-P Le 0707 0.077 4 06 r-5- lD 0613 0103 3--5' Lb 0°13 0103 3•-r La 0581 0083 3 -5- LD 0613 0.103 244 SP SELECTBTR. 850 1 23 2•-P Lv 1.015 0033 2'-0' Lv 1015 0033 2'-0' Lv 1015 0033 2'-P Lv 101S 0.033 2 12 3'-5 Lv 0669 0143 3 -r U 001 0108 2'-11' LE 0730 0073 3'-S Lv 0869 0.143 21\ID FLR EXT3 4 oa : :r Là Ld 0 708 584 0233 0.510 618 0135 o� 009 5•-7' Là o o3 °o:° WALL HDR I 23 2•-P lb 0582 0091 2'-r U 0655 0088 2•-4- LC 0776 00° 2•-a• Lb 0862 0091 2 12 r-9" Lb 0609 0182 r-4- U 0539 0111 3 -P U 0439 0076 r-9• Lb 0609 0.162 L` 3 0e 4•-4- Le ool 0219 a•-Y La 0.411 0.127 3•-s- Le 0374 0067 4•-r Lb 0.498 0774 '1/444.4.50 - 4 oe 4•-9• L6 03E9 0241 4'-r M 034 014 a•-9• La 0309 0086 s•-4' Le 0.•31 0365 20°5PF42 �Q50 1 37 2 -7 Lb 1732 003 r-r Lb ¶732 003 2•-r Lb 1732 003 2'-7 Lb 1732 003 \` 2 16 3'-8' Lb 1225 004 a'-P lb 1225 008 3'-8' Lb 1.225 006 3'-6' Lb 1.225 008 9.3 12 4•-5- U 1001 009 4'-s- Lb 1001 009 4•-5- Lb 1.001 009 4'-5- Le 1.001 009 4 09 5•-r U 0867 0119 5'-r U 0.867 0119 5•-r Lb 0867 0119 5'-2- Lb 0.867 0119 2X0 SYP84 050 I 37 2•-5' Lb 1222 0023 2'-5- Lb 1222 0023 2•-5• Lb 1.222 0023 2•-5- Lb 1222 0023 2 1° 3 -5- Lb 0864 0046 r-s- Lb 0.664 0048 r-5- lb 0664 0046 3'-5' Lb 0 864 0048 3 1.2 4I-2' Lb 0704 0089 4' F Lb 0.706 0089 4'-r Lb 0.701 0089 4'-r Lb 0.709 0089 4 09 4'-10' Lb 0812 0092 41-10' Lb 0512 0092 4'-10• Lb 0612 0092 4'-10' Lb 0812 0092 2 it HEMFIR42 850 1 3.7 21-6- Lb 1792 003 2'-6' Lb 1.792 003 2'-e' LD 1.792 003 2-0' Lb 1.792 003 2 18 3'-7 Lb 1267 0091 3'-r U 1267 0081 a'-r lD 1.267 0061 3'-r Ln 1.267 0061 3 13 4'-5' U 1035 0091 4'-5 U 1.035 0091 4'-5' Lb 1.035 0091 4'-S U 1.035 0091 4 09 5'-1' Lb 0897 0121 5'-1' lb 0897 0121 5'-P Lb 0897 0121 5'-1' Lb 0597 0121 2X6 SP SELECT SIR 650 1 37 3'-r Lv 1590 0052 3•-r Lv 1599 0052 3'-2- Lv 1.598 0052 3'-F Lv 1.599 0052 . 2 1a 5'-5' Lv 1304 0224 6'-P U 1273 0189 4'-r U 1.159 0115 5'-5- Lv 1.356 0224 3 12 6'-r U 1.112 0332 5'-0' U 0.972 0193 5'-3' U 0803 0132 6'-11' Lb 1.195 0401 4 09 7'-r U 0919 0.385 1'-4' U 0.803 0213 5'-9' 1.1 0.729 0145 7'-10' U 0.994 05 1.5.55LVL 650 1 37 4'-P lD 1.334 0.135 4'-1 Lb 1.334 0135 3'-Y U 122 0095 4'-1' U 1.334 0135 - 2 18 5'-10' Lb 0944 027 5'47- U 0647 0175 4'-0' Le 0769 0.119 5'-10' Lb 0944 027 3 1.2 6'-10' L1 0.74 0.344 6'-0' L1 0647 02 5'-s• U 0.547 0136 7'-P Lb 0771 0405 4 09 r-e• U 0611 0.370 0'47- U 0534 0.22 6•-P La 0485 015 !'-r La 0655 0.5 cfj4' BPPaovwa 049 CORPORATION s........Po BY SECTION 16/PP.51 • NOTES: - 1.LOADS ARE UNIFORM ALONG SEMI LENGTH. ♦DURATION FACTOR(Cd)•1.01 REPETDTVE FACTOR(Cr)•1.0. 7.SINGLE MEMBER LKS GREATER THAN It DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 0.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. a.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON II 360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON l/T Ml11L DEFLECTION 07) MAXIMUM UNITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM.LIMITED BEARING DEFLECTION MAXIMUM LIMED BEARING DEFLECT MEMBER LOAD 1p1e QUANTITY 8/b SPAN BY LENGTH an) (In) SPAN BY LENGTH On) 0n) SPAN ' BY LENGTH An) M) SPAN BY LENGTH On) 0n) I 218 SPFR2 850 1 45 3'-T lD 1194 034 3•-a• _ Lb 2.191 0.034 3'-T Lb 2194 0034 3'-Y Lb 2194 0.034 2 24 4'-T Lb 1.552 087 4'-7' Lb 1552 0.067 1•-T Lb 1552 0067 4'-r Lb 1552 0067 3 16 5'-a• Ln 1.268 01 5•-C LD 1.268 0.1 s'-0• Ln 1268 0.1 5'-7 Lb 1.260 01 _ 4 12 0•-e• LD 1.099 .134 e•-C L0 1.099 0.134 a•-e• Lb 1.099 0.134 8..e. Lb 1.099 0134 205BYP92 550 1 45 3'-P lD 1519 020 3•-1• LD 1.549 0020 3'-7 Lb 1549 0.026 3•-1• Lb 1549 0.036 2 24 4•-r Lb 1.pM 052 4 -4- lD 1.095 0052 1•-1• Ln 1098 0.052 1•-4• Lb 1096 0052 3 1.e 5•-C Lb 0898 On 5'-C Lb 0.090 0.075 5'-4• _ Ln 0098 0.079 5•-4• Lb 0090 0078 4 12 0'-1• Lb 0778 .104 0•-1• Lb 0.778 0.104 0'-1' Le 0778 0.10 0'-I1 Lb 0.776 0104 2•a HEM-FIR 82 550 1 15 3'-7 Lb 2 269 034 3•-r Lb 2.2699 0034 3'-7 - Lb 2269 0.034 3•-r Lb 2.289 0.034 2 24 4'-0• Lb 1605 088 1•-C Lb 1.005 0068 4'-C Lb 1805 0.060 4'-C Lb 1605 0060 2ND FLR EXT 3 1.6 5•-T Lb 1.312 102 5•-T Lb 1.312 0.102 5'-T Lb 1312 0.102 5•-T Lb 1312 0.102 4 12 0•-5• Lb u39 .138 0'-5' Lb 1.138 0.136 a•-5• Lb 1 135 0.136 a•-5• Lb 1.136 0138 2:851 WALL HDR I !84'-r Lv 2.104 069 4'-7 - L. 2.104 0.069 4•_r Lv 2104 0069 4•.r Lv 2.104 0089 2 2.4 - 1.743258 e'-C - m 1679 0223 1529 0152 0'-H• Lb 1244 0259 3 1D 1494 368 1163 0255 6•-11• Le 1181 0174 5'-5• Lb 1R1 0365 4 12 9'-T le 1312 403 5'-4• le 1058 028 1'-T LD 0982 0191 1.223 05 154725 MA 1 18 5'-4• LD 1.744 172 5'-4• lD 1.741 0.172 4'-11• LI 1009 0125 5'-4• Lb 1.744 0172 \ 2 2.4 Lb 1.234 244 0'-11• Le 1.117 0.231 0'-3• 1C 1015 0.157 7'-T Lb 1234 0344 r3 _ 10 9'-0' Le 0976 453 7'-1P _ LD 0853 0264 7'-r lA 0775 018 9'-3• LE 1001 05 _ N 4 12 0•-1P LI 0800 499 0•-C Le 0.705 029 T-10 Le 094 0198 9•-11• Le 0007 05 2.108PF12 850 1 _ 62 4•-C Lb 2801 030 4•-C Lb 2801 0.030 4'-0• ' Lb 2889 0036 4•-C Lb 2881 0.036 2 31 5'-r LD 1597 072 5'-C LD 1097 0072 5'-r Lb 1597 0.072 5'-C Lb 1097 0072 3 2.1 e•-T1• Lb 155 108 a•-I1• Lb 155 0.105 e•-11• Lb 155 0.108 e•-11• Lb155 0108 4 1.5 0•-P Lb 1343 143 0+0' Lb 1.343 0143 0•-0• lD 1343 0143 a•-C Lb - 1343 0143 2410SYF92 550 t 62 3'-T Lb ' 1839 025 3•-T Lb 1839 0.025 3'-7" Lb 1039 0025 3•-7' Lb 1039 0025 2 31 5•-2" Lb 1.301 05 5'-r Lb 1.301 005 5•-7Lb 1.301 005 5'.r Lb 1.301 005 3 21 6•-3• Lb 1053 074 0'-r Lb 1083 0074 a•-r _ Lb 1063 0074 a•-3• Lb 1063 0.074 4 15 7'-r Lb 0921 ,, 099 T-3• W 0.921 0099 7'-3• Lb 0921 0.099 7•-r Lb 0921 0.099 2.10HEMFIR1 850 1 02 3'-Il• Lb 2.773 037 3•-1T Lb ,. 2.773 0.037 3'-11• LD 2773 0.037 3•-11• Lb 2.773 0.037 2 31 5•-T 96 Lb 12 073 5•-T _ Lb 1952 0073 s•-T Le 1962 0073 s•-T Lb 1962 0.073 3 2.1 5'-1C Lb 1603 .109 0'-10• 10 1 603 _ 0.109 0•-1C Lb 1603 0109 5•-1C Lb 1803 0.109 4 15 7'-10' Lb 1389 140 7'-1C Lb 1309 0.140 7'-1P Lb 1389 0116 7•-1C Lb 1349 0146 2.10 SP SELECT SIR 550 1 82 5'-4• Lv 280 000 5'-1• Lr 280 0085 5'-4• b 2884 0050 0'-4• b 2881 0085 2 31 7•-1C Lb 1980 211 7'-1C lb 1988 0211 7'-5• LI 1945 0194 7'-1C Lb 1980 0211 3 21 9'-0• Lb 1.624 .316 9'-C Lb 1.624 0310 a'-1C LI 1480 0.222 9•-C lb 1.624 0316 4 15 11'-r Lb 1400 421 10'-0- Le 1.351 0350 9'-9• LI 12280244 11'-r Lb 1408 0421 15•925 LK 050 1 62 6'-1P Lb 2207 213 5'-1P Lb 2207 0213 0'-4• Le 2053 - 0159 5'-10• lb 2207 0213 2 _ 31 9'-C LD 1.562 424 5•-C La 1 425 , 0294 e•-0- Le 1295 02 9•-C Lb 1562 0424 3 2.1 11.-C La 1240 578 10.-1• LI 1.009 1 0337 P-r W 0989 - 0229 11'-1• LI 1202 0.5 4 15 12•-1r LI 103 630 11•-1• Le 09 037 10•-r le 0817 0.252 11'-17 Le 097 0.5 c +'"APPROVED DADATE V11> PFS CORPORATION mane,A 1:4IHY SECTION 16l pp.52 UNIFORMLY LOADED STACKED BEAM CHARTS Q B: I.LOADS ARE UMFORM ALONG SEAM LENGTH. 4.DURATION FACTOR Ka)•1.01 REPETTINE FACTOR(C4)=t.0. 7.SINGLE MEMBER LVLB GREATER THAN 1r DEEP ME NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ME TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UNITED BY THE MAXIMUM SPAN DUE TO 8.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION.OR SHEAR. AND SUPPORT STUDS. 9.MID-SPAN SAUCING IS NOT ALLOWED. UNFORMLY LOADED STACKED BEAM 2 x 10 SPF#2 UPPER MEMBER SPAN CALCULATIONS OF SAME QUANTITY AS LOWER MEMBER - BASED ONI/240 DEFLECTION BASED ON I/360 DEFLECTION BASED014 /480 DEFLECTION BASED ON IT MAA DEFLECTION LOWER MAXIMUM UNITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MEMBER LOAD(010 QUANTITY 6/b SPAN BY LENGTH(In) O SPAN BY LENGTH On) On) SPAN BY LENGTHOn) 6n) SPAN BY LENGTH On) On) 2x BSPF#2 450 I 4.e T-1' Lb-LOW 3786 0129 7'-1- Lb-LOW 3.786 0.129 7'-1- Lb-LOW 3786 0129 7'-P LBLOW 3786 0129 2 24 10'-0' Lb-LOW 5351 0256 10'-0' Lb-LOW 5351 0258 9'-11- Id-LOW 5318 025 I•-a LRLOW 5351 0256 3 18 12'-T Lb-LOW 6551 0.383 12'-6 DHOW 1551 0383 11•-C Ld-LOW 6087 0285 12•-T Lb-LOW 6551 0383 _ 4 13 14'-P LbLOW 7.562 0.509 13•-a La-LOW 7.372 046 12•-6- La-LOW 6899 0313 M'-a La-LOW 7529 05 2x8 SYP#2 450 1 48 8'-tr Lb-LOW 2779 0116 6'-11- Lb-LOW _ 2.779 0.116 6'-11- Lb-LOW 2779 0118 8'-11• Lb-LOW 2779 0116 2 24 9'-C Le-LOW 3926 0231 9'-a Le-LOW 3.928 0231 9'-a Lb-LOW 3926 0231 9'-a Lb-LOW 3928 0231 3 16 11'-11- Lb-LOW 4805 0345 11'•11- LbLOW 4805 0345 11•-C Ld-LOW 4579 0285 11'-11' Le-LOW 4805 0.345 4 1.2 13'-Y Lb1OW _ 5543 0.458 13•-a Lb-LOW 5.543 0458 12'-e' L8-LOW 5039 0313 13'-Y Lb-LOW 5543 0458 2.8HEM-FIR 02 450 1 48 6'-1a LbLOW 3817 0112 6'-1a LLLOW 3817 0112 8'-IT Lb-LOW 3 a 0.112 8'-10- Lb-LOW 3817 0112 2 24 9--T LO-LOW 5393 0223 B'-T Lb-LOW 5.393 0223 9'-r Lb-LOW 5393 0223 9'-r LbLOW 5393 0.223 3 16 11'-a Lb-LOW 66 0333 11'-a Lb-LOW 60 0333 11•-a Le-LOW 6333 0203 11'-r _Lb-LOW 8.6 0333 4 t2 13•-a Lb-LOW 7615 0443 13'-6- Lb-LOW 7.615 0.443 12'-5- L4LOW 697 0311 13'-6- LbLOW 7.615 0443 2x8 SP SELECT STIR 450 1 48 8•-3• Lb-UP 3299 0212 0'-T IbUP 3299 0.212 B'-2' Le.LOW 3273 0205 8'-T IAUP 3.299 0.212 224 11•-a LbLOW 4873 0425 1Pa' LiLOW 4538 0376 10.-V Le-LOW 4-124 0257 11'-6 ,LeLOW 4.873 0.425 3 - 16 14•-r Le-LOW 5724 0.838 12•-11' LdLOW 5198 0432 - 11'-a Ld-LOW 472 0294 13'-5• Ld-LOW 5.309 0.5 d 4 - 12 1e•-3• Ld-LOW 6549 0815 14'-2• LLOW - 5.72 0.475 12'-11' Le-LOW 5199 0323 14'-5' L6LOW 5.795 05 1.50725 LVL 450 1 48 0•-T Lb-UP 2372 0316 9•-r La-LOW 2345 0.304 8•-T LaLOW 2,131 0,207 9'-2 - Lb-UP 2372 0.316 2 24 13•-a LULOW 3.361 084 11'-S Ld-LOW 2956 0313 10'-S Le-LOW 2.685 0261 12'-3' Id-LOW 3.16 05 • 3 16 15'-6 1d10W 3.875 0751 13--1- 1. LOW 3365 0437 It•-I? Le-LOW 3076 0,298 13'-6IA-LOW 35 05 4 12 16•-5- Le-LOW 4287 0825 M'-r 14-LOW 3727 048 13'-1- 14LOW 3.386 0327 14'-8' Le-LOW 3.765 05 26108PF#2 450 1 62 7'-r Lb-LOW 4148 0136 7'-a Lb1OW 4146 0136 7•-a Lb-LOW 4.146 0136 ]'-9' LbLOW 4.148 0136 2 31 10'-1P Lb-LOW 5861 0271 10•-11- LbLOW 5861 0271 10'-11• Lb-LOW 5.861 0271 10•-It- Lb-LOW 5.861 0271 3 21 13•-a Lb-LOW 7.170 0404 13'-S LO-LOW 7179 0404 12'-T La-LOW a74 0316 13'-a Lb-LOW 7.179 0404 4� 15 15..-es lb-LOW 8289 0536 15'-T Le-LOW 8164 0509 O'-1a Le-LOW 7.435 0 347 15'-2 Le-LOW 8.148 05 28106YR/2 450 1ST FLR CLG/2ND 2982 - 0114 7.-5- LbLOW 2982 0114 7•-5- Lb-LOW 2.982 0114 7•-5• Lb-LOW 2.982 0114 4216 0226 10'-a Lb-LOW 4216 0226 10'-r LbLOW 4218 0226 10'-6 LbLOW 4218 0226 FLR FLR MW 5163 0337 12'-Y Le-LOW 5163 0337 12'-r Le-LOW 5099 _ 0315 12'-9' Lb-LOW 5.163 0337 4BEAM 5959 0446 14'-9' Lb-LOW 5959 0446 13'-10- Ld-LOW 5.596 0346 14'-a Lb-LOW 5.959 0446 2410 HEM-FIR#2 450 1 4.22 0125 7 -a• Lb-LOW 422 0125 7'-8' Lb-LOW 422 0125 7•-6 Lb-LOW 4.22 0125 2 21 / LDLUW 5988 0249 10'-T Lb-LOW 5966 0249 10'-r Lb-LOW 5968 0249 10'-T LbLOW 5958 0249 3 2.1 Le/OW 7.106 0.371 13'-a LbLOW 7306 0371 12'-S 16 T LOW 6895 0312 1 -0- Lb-LOW 7.306 0371 4 15 I5'- Lb-LOW 8437 0492 IS'-0* Lb-LOW 8437 0492 13'-6 Le-LOW 7.706 0343 15'-6 LbLOW 8437 0492 2x 10 SP SELECT SWI 450 1 62 9•-T 3662 0228 9•-T Lb-UP 3862 0228 9'-1' Lb-(W 3.662 0226 9'-r - Lb-N _3662 0226 2 3.1 12•-11- _ 1 5.189 0455 12'-a Lel-LOW 5101 0424 11'-6' LiLOW 4.634 0289 12•-11• LIWP 5189 0455 3 21 IS -a Le-LOW 359 068 14'-a' La-LOW 5844 0485 13'-r Lei-LOW 5.31 033 14'-r LSLOW 5.688 05 41.5 18.-r Le-LOW 7.34 0904 15'-11' La-LOW 6437 0533 14'-6- LiLOW 505 0363 15'-e' _Le-OW 8335 05 1.58935 LW 450 1 - 62 10'-10- LbOP 2792 423 10'-T 14-LOW 2851 a 344 9'-4' LeLOW _2.409 0234 10...Ia Lb-UP 2.792 0423 2 3.1 14'-10- LdLOW 3.828 0 12•-1P L4LOW 3344 0433_ 11'-a Le-LOW _3.039 _0295 13'-5' L4LOW 3.488 05 3 2.1 le'-11- _La-LOW 4349 0849 14'-a Ld-LOW 3833 0494 13'-5- LiLOW 3463 0337 14'-1a L4-LOW 3.44 05 4 1.5 16'-T LMOW 4636 0933 16'-0' La-LOW 4225 0543 14'-9- 1.41-LOW 3839 037 15•-11- 1.610W 4.138 05 APYROY'°l PIPS CORPORATION smwq 4. iY.WeT]02D SECTION 17/pp.29 • • NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGM 4.CURATOR FACTOR(CJ)•1.18 REPUTTIVE FACTOR(Cr).14 7.SINGLE MEMBER LW'S GREATER THAN Ir DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. S.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAMMLAA SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION,OR SHEAR AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOTALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED MI/360 DEFLECTION BASED ON I/400 DEFLECTION BASED ON IO'MAX.DEFLECTOR MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTOR MAXIMUM LIMITED BEARING DEFLECTOR MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(Of) OUAMTITY a/b SPAN BY LENGTH On) On) SPAN BY LENGTH On) O SPAN BY LENGTH(1n) (m) SPAN BY LENGTH(m) On) 24.3PF#2 1400 1 23 1'-3• Lv 1382 0011 1'-0- Lr 1382 0011 1,3' Lv 1382 0.011 1'-T Lr 1382 0011 2 1.2 I,11' Lv 1062 0029 I -Ir Lv 1083 0029 1•-11• Lv 1002 0029 1 -I1' Lv 1002 04.029 3 0.8 z'-4 lD Den 0016 2'-C lD 0877 0048 2'-4' lD 0877 0.048 2'-4' LD OBD 0.048 4 oe 2'-9- Lb 078 0001 2'-9' Lb 0.16 0.061 z'-9• Lb 0.76 0061 2'-9• Lb 0.16 0.061 I 046 11/4SYPR 1100 1ST FLR EXT - 074 000122 ; :9r• Lb pwj p00Z2 r-r Lb 0.74 0 011 0072 ;•:p Lb 0.74 0011 WALL HDR 0604 0032 2•-r Lb 0604 0.032 2'-21 Lb 0.80 0032 2•-21 Lb 0804 0032 0523 0043 2•-61 Lb 0523 0043 2•-61 Lb 0.523 0043 2 .61 Lb 0523 0043 2134 HEM-FIR IQ 1400 2.3f 1•-3• Lr 1537 0014 1•-3• Lv 1537 0014 1--T Lv 1.537 0014 1'-3' Lv 1537 0.014 1.2l\ 1•-11• Lb 1111 0031 1•-I1• Lb 1111 0.031 r-11' Lb 1.111 0031 I•-11' Lb 1.111 0031 0.8 '-4' Lb 0906 0047 2'-4- Lb 0 908 0.047 2•-4• Le 0.908 0047 2•J• Lb 0908 0047 0.8 2•- ' Lb 0780 0062 2'-6 Ln 07886 0.082 2'-6 Lb 0.788 0062 2•-6 Lb 0706 0.062 214 SP SELECT STR. 1400 2.3 1•-5' Lv 1.205 0015 1'-S Lr 1205 0.015 1'-5• Lv 1.205 0015 1'-5' Lr 1.205 0015 12 Z'-r 0964 0048 2•-r Lr 0.964 0.048 Z'-r Lv 0.984 0045 2•-3- lr 0954 0048 _ 0.8 3'-4' Lr 0929 0141 3•-1' LJ 0542 0.104 2•-16• La 0.793 0071 r-C Lr 0929 0141 OD 3'-11• Ld 0815 0197 3•-5' Ld 0.712 0.115 3•-1• la 0648 0076 4'-S Lv 0.929 0334 1.5n 3.5LVL 1400 2.3 21-0 Lv 1 5 0048 2•-0' Lv 1065 0.048 2'-T Lv 1085 0048 2•-0• Lv 1.065 0048 12 2--11• Lb 0702 0111 2•-9' LJ 0751 0.094 2•-6 W 0682 0064 2•-11• Lb 0.782 0111 0.8 3'-7' Lb 0839 0.186 3•-r Id 0 573 0.108 2•-11' Ld 0.521 0074 3•-r Le 0639 0.188 0.6 4 -O- LJ 0542 3'-6' Ld 0473 0119 3--r Ld 043 0081 rn• Lb 0 553 On 2n6SPF42 1400 3.7 1`-11' Lv 2.172 00 1•-11• Lv 2172 0.017 1'-I1' Lv 2.172 0017 1`-11. Lv 2.172 0017 l5 r-I6' Lb 4572 0036 2•-10 Lb 1572 0.038 2--10' Lb 1.572 0036 2'-10- Lb 1572 0038 12 3•-o- Lb 1284 0051 3'-6• Lb 1284 0.054 3•-e• Lb 1254 0064 3'-C Lb 1254 0054 0.9 4•-0- Lb , 1.112 0072 4•-0- Lb 1112 0.072 r-o• Lb 1112 0072 r-0' Lb 1112 0072 2F a SYP112 1400 3.7 1•-10' Lb 1.568 0014 1•-1P Lb 1568 0.014 1'-10' Lb 1568 0014 1•-10• Lb 1.568 0014 1.6 2'-6 Lb 1109 0028 2'-6 Lb 1.109 0.028 2•-6 Lb 1.109 0025 2'-9' Lb 1.109 0020 12 3•-3' Ln 0906 0042 3'-T Lb 0906 0.042 3•-r Lb 0906 0042 3'-T Lb 0906 0042 09 3'-9' LD 0705 0056 3•-9' Lb 0.785 0.050 3'-6' Lb 0785 0,056 3'-9' Lb 0.785 0058 256 HEMFIR02 1400 37 1'-11' Lb 2299 0.018 1'-IT Lb 2.299 0,015 1'-11• Lb 2299 0.018 1'- 1r Lb 2299 0.018 18 2'-6' Lb 1.8220 0.037 2'-9' Lb 1626 0037 2'-9' Lb 1926 0.037 2'-9' Lb 1825 0037 - _ 12 r-5• Lb 1.328 01355 r-5- Le 1328 0055 r-5• Lb 1328 0.055 3'-S Lb 1320 0055 09 3•-111 Lb 1.15 0.074 3 -11' Lb 115 0074 3'-11' Lb 1,15 0.074 3•-11• Lb 115 0.074 2X6 SP SELECT STFL 1400 37 2'-T Iv 1893 0.023 2'-T Lv 1893 0023 2'-3• lv 1593 0.023 2'-T Lr 1893 0023 le 3'-7' Lv 1.515 0.078 3•-7• Lv 1515 0076 3•-7' Lv 1515 0078 3•-7• Lv 1515 0078 12 5•-0- Lv 1388 0.181 4'-104 Ld 1355 0164 4 -5• W 1231 0.112 5•-0- Lv 1388 0.151 09 6'-21 Ld 128 0.31 5•-C LJ 1119 0.18 4,1T Ld 1016 0.123 6•-r Lb 1.290 0.325 I5C5.5LVL 1400 37 3•-r Lr 1674 0-075 r-1• Lr 1874 0075 3•-1' Lv , 1674 0075 r-r Lr 1874 0.075 .6 l e 4,111 Lb 1211 0164 4 -5- Le 1.18 0148 4 -0' W 1072 0.101 4'-6 Lb 1211 0.164 12 5•-7' Lb 0989 0246 5•-1• LJ 0901 0.17 41-r Ld 0619 0116 5•-r lb 0989 0248 09 0'-C W 0052 0321 5•-T Le 0744 0197 5•-T W 0676 0127 6•-5• Lb 0857 0.328 c-APP90Y6 ON w 6 vy,n MS CORPORATION CO SECTION 16/pp.72 NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. A DURATION FACTOR(Cd)•1.0 IL REPETITIVE FACTOR ICON 1.0. T.SINGLE MEMBER LVLS GREATER THAN It DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5 MULTIPLE PUSS ME TO BE FASTENED PER MANFACTURER(CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ME LIMITED BY THE MAIOMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 0.MID-SPAN SPUCING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS - BASED MI/240 DEFLECTION BASED ON I/360 DEFLECTION BASED ON I/480 DEFLECTION BASED ON+T MM.DEFLECTION - MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LASTED BEARING DEFLECTION MEMBER LOAD(p0 QUANTITY 4lb SPAN ' BY LENGTH 80 i 917) SPM BY LENGTH On) On) SPAN BY LENGTH(In) 8,0 SPM BY LENGTH(m) an) 21OSPF02 1400 1 4.5 2'-8' _ Lb 2.515 002 2'-0 Lb 2815 002 2'-8• Lb 2015 _ 002 2'-C Lb 2815 002 2 2.4 3`-T Lb _ 1.991 _ 0041 3 -T Lb 1991 0041 3 -r Lb 1991 0041 3'-T Lb 1991 0041 3 1.6 1'-s' Lb 1926 0001 ♦'-s- LD tate 0061 1'-5' Le tele 0081 ♦•-s' LD 1626 0061 4 12 S'-1' Lb 1.09 0051 5'-1- W 1409 0061 5'-1' Le UOB 0081 5'-+• LD 1.409 081 xaesroR 1400 1 ♦e z•-1• LD 1 98 0018 z'-4- Le 1908 0018 2•-1• Le 1985 0018 2 -4• Lb +958 0018 2 z1 3 -r Le 9406 0033 a•-1• Le ,IM 0 03 3'-1' Lb 1.406 0032 3 -1• Lb 1406 0032 3 1e 4•-r Lb 1719 0047 1•-r Le 1.149 0 04 4'-r Lb 17.9 Oa] ♦•-r Le +149 0 04 4 12 4'-9' Lb 0995 0083 ♦'-e- LD 0995 0063 1'-8' Lb 0995 0063 4'-9' Lb 0995 0063 2 x5 HEM-FIRM 1400 1 4a 2'-0' Lb2912 0021 2'-6' Lb 2912 0.021 2'-e' Lb 2912 0021 2'-6' Lb 2912 0021 2 z1 3 -e• Lb • 208 oat 3-T Le x08 0041 3-e• Le 205 oat 3 -e• Lb 2.08 004+ 3 18 ♦•-1' - Lb 1 1 88 0082 ♦•-1• lD 1802 0082 4-1- Le 1652 0062 ♦•-1• Lb +602 0082 2ae5P SELECT BTR 1400 4 e ;:;1ST FLR EXT 3-0' LT _498 ate1 3'.0' 1.457 ao; 496 ate1 2 - 24 ♦. WALL HDR 4'-441- Lv 1.997 01 4'-IT LY 1.997 0.1 4'-9• Lv 1.097 01 3 18 8• e•-s• Le 1700 0216 s•-1P Le 1.623 0147 e'-r Le 1.9160236 4 12 ]'-T Lb 1 82 0314 7-1' l6 1S 018 B'-5' W 1.34 0162 i'-T Lb 1.582 0 31 1.5a725LVL 1400 1 48 4'•1' Lv ! O0099 4'-T Lv 2207 0099 4'-T Lv 2.207 0099 1'-1- Lv 2207 0099 2 24 5'-11- Lb • 15829 Y 5'-10' 4 1556 0195 5'-]' W 1414 0133 5'-11' Lb 1582 0209 3 IA 7'-9' Lb 1291 0313 6'-a' LO 1188 0,224 0'-I' 14 1.06 0152 ]'-3' LO 4.293 OJT] 4 1 0'-S' Lb 112 0417 7'-1' LO 0,981 0310 e'-e' LO 06@ 0168 0'-5' LA 112 0 41 30410 SPFM 1100 1 e2 1'-1' Lb 3439 0032 3'-1' lD 9A39 0022 1'-1' LO 3.38 0022 3'- 1' LO 3.439 0022 2 31 /'-S LD NH]] 00•/ 4'-5• LO 213] OO ♦'-5' LD 3Q3 0041 1'-5' LD 2•]3 OW 3 2.1 S'-s' Lb- 1 90 0065 S'-s' LD 181 0065 5'-5' lD 1.917 0065 5'-S' Lb 1.967 0085 ♦ 1.5 a'-3' lD 1.122 0007 6'-0' LD 1122 0057 e'-T lD _ tTl2 0.087 0 -3' Le 1.TII 0.087 20 10 SYP M 1400 1 8.2 2'-10' Lb 2.359 0015 V-10' Lb 2359 0015 2'-10' Lb 2 359 0.015 2'-10' Lb 2.359 0.015 2 3.1 4'd lb 1.089 0.03 •'-0' LD 1558 004 4'-0' le 4669 0.03 4'-0' Lb 1669 004 3 21 4'•11• Lb 1.363 0045 4'-11" Lb 1363 0045 4'-11* Lb +.363 0.045 4'-11' Lb 1.363 0.045 • IS S'-8' lD 1.181 008 s'-e' LD net 006 S'-E lD 1.181 0.08 5'-a' lD 110+ 006 2x10 HEM-FIR 62 4403 1 6.2 3'-1• LD 3.557 0022 ]•-1• Le 3557 0022 3'-I' lD 3557 0.022 ]'-1• Lb 3557 0.022 2 3.1 4'-♦' LD 2.518 0044 1•-4• lD 2518 0044 4'-1' lD 2516 0.044 4'-4' Lb 2518 0.041 3 2.1 S'-4 W 2.055 0.080 s'-4' Lb 3055 0088 5'-♦ Lb 2055 0.088 5'-1' W 2055 0088 4 1.5 0'-1• Lb 1.701 0089 6'-I' ID 1781 0009 8'-1' Lb 1.1 6 81 0.089 '-I' Lb 1781 0009 2 110 SP SELECT STR. 1400 1 82 3'-10' Lv 3.184 0039 3'-10' Lv 3184 0039 3'-10' Lv 318 _ 0.039 3'-10' Lv 3184 0039 2 1.1 6'-1' Lv 2.544 0.128 6'-1' Lv x804 0.128 6'-I' Lv 2318 0129 fi'-I' Lv 3516 0125 3 21 ]'•5' lD 2.093 0192 7'-a' lD 2083 0192 7'-e' lA 2071 0.18 7•-6• Lb 2.083 0.192 4 1.5 0•-5• Le 1.505 0.258 8'-0' lD 1805 0256 0•-3' La 171 0,207 6'-e' - Le 1805 0.258 1504925 LVL 1400 1 82 5'-a' Lv- _ 2.515 0126 5'-3• Lv 2015 0126 5•-3' Lv 2015 0.126 5.04• W 2815 0126 2 31 7'-0- Lb 2.003 0258 ]•-s- W 1966 0249 6•-9• LO 1805 0.17 7'-E Le 2003 0.258 3 21 0'-2' Le 1.638 0307 8'-6' W 1.517 0285 7'-0' W 1.378 0.194 9'-2' Le 1836 0.387 4 1.5 +0•-r Lb 1114 0515 9•-4 Le 1253 0 31 6•-e• Le 1130 0214 +0'-e- Le 1407 as APPROVED NTE 10417 PFS CORPORATION FAY SECTION 16/pp.73 HIGH WIND CALCULATIONS FOR PROFESSIONAL BUILDING SYSTEMS MIDDLEBURG, PA PBS-79720 7/12 PITCH ASCE 7-10, RISK CATEGORY II, Vuit 140 MPH, VELOCITY PRESSURE q = 39.75 psf WIND EXPOSURE: C MA rlilcs N^ • SFS .. APPROVED '• NO.a95oe H DATE 6/26!18peteCrsreSTr `:) `Q PFS CORPORATION �01'owTr�t EN(4 >'>• Bloomsburg, PA 06/19/18 PREPARED BY: BARLOW ENGINEERING. P.C. 6512 SIX FORKS RD, SUITE 203-B RALEIGH, NC 27615 1 180271 INDEX NARRATIVE P3 SECTION 1 P4-10 ASCE 7-10 WIND CALCULATIONS SECTION 2 P10-46 SHEARWALL CALCULATIONS SECTION 3 P47-49 MARK UP PLANS • SECTION 4 P50-51 ALTERNATE CALCULATIONS a. 0 o? JA• sW % :AleW % i CI 1L Al.?'1 NO 49508 " �oVb•i:$6,01ZEtCkteff n)r -fli 06/19/18 �FSti APPROVED DATEDA6/26/18 PFS CORPORATION Bloomsburg, PA 2 180271 NARRATIVE 180271 PBS-79720 0198nec2018 27'-6"x460'-0"Two Story(MAIN) 7/12 Wind Speed: 140 MPH Vult Wind Exposure Category C MA AKASH NIKAM 06/15/2018 It is assumed that the house will placed over a basement foundation. The mean roof height(MRH)of the house is adjusted accordingly per drawings provided. Ensure that the foundation is structurally adequate for the shear,uplift and downward point loads imposed at corner connections and similar locations. The structure was analyzed using ASCE 7-10 ultimate design wind speed(Vult)=140 mph which is equivalent to Basic wind speed(Vmph—nominal design 3 sec.gust mph)= 109 mph. **Vasd=Vult* '4(0.6)--IBC 2012(Equation 16-33). Wind load from adjacent garage building was added to Endwall#2. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 3 180271 SECTION 1 ASCE 7-10 WIND CALCULATIONS • tti CSG ry 7 CI IL + A NO.49508 " 0,reeEatoF`"� \`SS:„N4L or, 06/19/18 P/..71- APPROVED DATEDA6/26/18 PFS CORPORATION Bloomsburg, PA 4 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DESIGN INPUTS: FIRST FLOOR WIDTH: 27.50 ft NO.OF STORIES: 2 SECOND FLOOR WIDTH: 27.50 ft 1N FLOOR WALL HEIGHT: B.00 ft THIRD FLOOR WIDTH: 0.005 2nd FLOOR WALL HEIGHT: 800 ft FOURTH FLOOR WIDTH: 0.008 3rd FLOOR WALL HEIGHT: 000 8 FIRST FLOOR LENGTH: 40.008 4th FLOOR WALL HEIGHT. 0.00 ft SECOND FLOOR LENGTH: 40.00 ft WIND SPEED' 140 mph THIRD FLOOR LENGTH: 0008 WIND EXPOSURE CASE. C FOURTH FLOOR LENGTH: 000 ft ROOF SPAN(RS): 2750 ft (WIND BORNE DEBRIS PROTECTION STUD SPACING: 18 In IS REQUIRED FOR TRUSS SPACING: _ 18 In HURRICANE PRONE REGIONS) ROOF PITCH: 7 /12 ROOF ANGLE(13): 3026• RAFTER LENGTH(L)• 15.92 ft z• 24008 hr• 8025 hr/2• 4018 h• 24.00 ft (IF ROOF SLOPE C.10 DEGREES.USE EAVE HEIGHT) WALL EFFECTIVE WINDAREA•IyxSTUD SPACNO• 2133 (EFFECTIVEWIDTH NEED NOT BE LESS THAN BR/3.2.888) ROOF EFFECTIVE WIND AREA•L n TRUSS SPACING• 8448 R• (EFFECTIVE WIDTH NEED NOT BE LESS THAN 15920/3.5.38) MIN WALL L ROOF EFFECTIVE AREA FOR FASTENERS•I 0.171M (WORST CASE:Y o C.FASTENERS WIN IT o.C.FRAMING) a•10%OF LEAST HORIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 ft.(p.54,FIG.6-10,NOTATION(I a) a: 01W•0.1•21.58.2.758 OR 0.4h•0.4.24 B•9.68 LESSER• 2.75 ft AND NOT LESS THAN EITHER: 0.04W•004.27.58.1.18 OR3R. _ - - - a= 3R �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA • PREPARED BY: BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 20343 RALEIGH,NC 27615 5 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) • DETERMINE WINO LOADS PER ASCE 7-10: MAIN WIND FORCE RESISTING SYSTEM• CONSTANTS: WIND VELOCITY 04 140 mph DIRECTIONALITY FACTOR(1(4): 0.85 VEL PRESS.E)(P.COEF.(KR 0.93 VEL.PRESS.EXP.COEF.(K): 0.93 qh:•.00258 x K x Ka x Kd a V'• 39.75 MULT.for TOPO.FACTOR(KO: 0.09 gt•.00258a KzxKax KE eV'• 39.75 MILT.fa.TOPO.FACTOR((a): 0 MULT.for TOPO.FACTOR(K,): 0 GUST EFFECT FACTOR(G): 0.85 Ka:•(1+K,x K2xK8• 1 INTERNAL PRESS.COEF.(GC,,): 0.18 -0.18 PER TABLE 6-8,ASCE 7-05,pp 49.'EXTERNAL PRESSURE COEFFICIENTS,Cr WALL PRESSURE COEFICIENTS ROOF PRESSURE COEFICIENTS FOR USE WITH all SURFACE Cp I USE WITH NORMAL TO RIDGE(WIND FROM SIDFWAII) WINDWARD WALL ALL 06 _ q_ Cp-WINDWARD WALL -0.27 LEEWARD WALL {SIDE -0.5 qh 020 LEEWARD WALL {ND -04 qh Cp-LEEWARD WALL _ -060 SIDE WALL ALL -0.7 qh PARALLEL TO RIDGE OVIND FROM ENDWAI I) Cp-0 TO N2 -1.17 Cp•N2 TO •1.17 Cp•hT02h •1.17 Cp-,2h -117 Cp -0.18 LATERAL LOADS' EXTERNAL PRESSURE COEFFICIENTS. 3026•ROOF CASE A•WINO FROM SIDE WALL: SIDE WALL: GCy,• 0.58 GC,,,• 0.89 SIDE WALL: GCy• -0.37 GCp,x• -0.48 LOAD CALCULATIONS(WIND FROM SIDE WALL): P•q GCp•N(GCp) gh1(GWI)-(Gcp)1 15.105 202725 29.415 34.5025 EXAMPLE. -218625 -20.235 -75525 -11.925 P•qh GCp-g,(GCp) •(39.75 p„+08540.8)-(39.75 x 0.18)•19.9 pet P•qh GCp-ql(GCpO •(39.75 pals 005 a 0.8)-(39.754-0.18)•34.2 pal WINDWARD P• 1990 pet WINDWARD P• 34.20 psI LEEWARD P• -20.00 pat /� LEEWARD P• -970 pat APPROVED TOTAL SOEWALL PRESSURE: L/^L/�Q USE 4390 pet WIND LOAD DATE V LV V PFS CORPORATION CASE Et-WAND FROM END WALL: Bloomsburg, PA ENDWALL: GC,"• 0.4 GA",• 0.81 ENDWALL GCy,• -0.29 GCy,*• -0.43 LOAD CALCULATIONS(WIND FROM END WALL): P•gGCp-P(CCM EXAMPLE: - P•qz GCp•ca(GCp1) •(39.75 psI x 0.85 x 0.8)-(39.75 a 0.18)•19.9 pat P•qz GCp-q1(GCp) •(39.75 petx 0.85x0.8)•(39.75*-0.18)•34.2 pat WINDWARD P• 1990 pet WINDWARD P• 3420 psI LEEWARD P• -2070 psI __ LEEWARD P• -640 psI TOTAL ENDWALL PRESSURE: USE 4060 pa1WIND LOAD PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 6 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) LATERAL LOADING: MAX.FLOOR WIDTH CN)= 27 5 ft MAX.FLOOR LENGTH(I.)• 40.00 ft ROOF SPAN(RS)• 27.50 8 ROOF PITCH. 7 /12 ROOF ANGLE(13)= 30.26• MAX.WALL HEIGHT(H)• 8.00 ft RIDGE ROOF HEIGHT Mr). 8.02 ft EDGE ROOF HEIGHT(ba)• 3.5 ft CALCULATE LATERAL PRESSURE AT FLOOR:(PERPENDICULAR TO RIDGE) WuT• 43.90 pet ww.•WuT•H• 43.9p=1.98• wD• 211 pH(w/0.0 FACTOR) CALCULATE LATERAL PRESSURE AT FLOOR:(PARALLEL TO RIDGE) A �FS/. APPROVED wuT• 40.60p.r DATE 6/26/18 wD•WAT•H• 408 pa1•e8• wn• 195pN(w/OMFACTOR) PFS CORPORATION CALCULATE LATERAL PRESSURE el ROOF:(PERPENDICULAR TO RIDGE) Bloomsburg, PA Sb 0• 0.503639764 w•••Wmaz03•0•br•SINO•wa/2• wins•46.7 Ref•4.03962152424597 8.211 p0/2• (BUT NO LESS THAN: 211 p1r/2• 108 pN) (ASCE7-10 FIGURE 27.4-1 NOTE B) WRIER• 219 pN(w/0 0 FACTOR) CALCULATE LATERAL PRESSURE @ ROOF:(PARALLEL TO RIDGE) GABLE AREA(Ms RS•IwI 2• - - - - AT•27.58.8.028/2• Ay. 110.28M TOTAL WIND LOAD(P,,)•(AT-A.)•w4 Pw•(11028M2)•paf• P•• 4477 N4 ww.w•Pw/R•We/2• wwul•44771bs/2750.195p0/2 wins• 195 plf(wl 0.6 FACTOR) PREPARED BY: BARLOW ENGINEERING.PC. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 7 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DETERMINE WIND LOADS PER ASCE 7.10 FOR ALL-HEIGHT BUILDINGS: COMPONENTS AND CLADDING' CONSTANTS: WIND VELOCITY N). 140 mph DIRECTIONALITY FACTOR(K,): 0.35 VEL.PRESS.EXP.COEF.(K,): 0.93 MULT.for TOPO.FACTOR(K,): 009 q,.•.00256 x Not Ka 4101 x V'• 39.75 MULT.for TOPO.FACTOR(K,). 0.00 4'4.4 39.75 MULT.for TOPO.FACTOR(K,). 0.00 GUST EFFECT FACTOR(G): 085 Ka:•(19K0xK,x Kil'• 1.00 INTERNAL PRESS.COEF.(GC,). 0.18 -0.18 LATERAL LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: 2 2 2 21 SIDE WALL: FIELD. GC.,• -1.00 2 2 , EDGE. GC,a• -1.18 LOAD CALCULATIONS: 6 nihp1 P•p,x(GCp ,,) 4 6 6 EXAMPLE: Pa•Q„x(GC, -GCy) •39.75 ps1'I(-1.0.18)1•-48.91 psi Pa•6,x(GCy-GCy) •39.75 psPI(-1--0.18)1'-32.8 pi FIELD P•• -4891 psi FIELD: P.,• -3260 psi USE -28.15 psi WIND LOM FOR FIELD. EDGE: Ps• -53 27 psi USE -31.96 psi WIND LOAD FOR EDGE EDGE: P,• -3896 psi **(W/0.6 FACTOR) UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: C ROOF: FIELD. GC,,• -0.03 APPROVED EDGE GC • -1.87 OVERHANG: GC,,,• -187 DOWNWARD: GC,„,• 065 DATE 6/26/18 LOAD CALCULATIONS: PFS CORPORATION P,•qt.x(GC,-GC„) Bloomsburg, PA EXAMPLE: P,•gx(GC.,-CC,,) •39.75psrI(-0.83-049))•-40.15psf Ps•Y.x(GSA-GOA •39.75 pM'I(-0.83--0.18)1•-25.81 psi FEW. Ps• -4015 ps- FIELD- P,• -2584 psI USE 44.09 psi WIND LOAD FOR FIELD. EDGE: Ps• -49.69 psI USE all psiWIND LOAD FOR EDGE. EDGE: Pa• -3538 ps- USE -48.59 psI WIND LOAD FOR OVERHANG. OVERHANG' P,• -0149 psI USE 21.57 p5I DOWNWARD WIND LOAD. OVERHANG' P,• -67.18 psI ^(WI 0.5 FACTOR) DOWNWARD: P,.3• 2864 psI DOWNWARD: P,,' 4095 psI PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2039 RALEIGH,NC 27615 8 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DETERMINE WIND LOADS PER ASCE 7-10 FOR ALL-HEIGHT BUILDINGS: SOMPONENTS AND CLADDING.FOR FASTENERS ONI Y(FFFECTIVF AREA SHALT BE NO GREATER THAN FASTENER TRIBUTARY AREAI• CONSTANTS: WIND VELOCITY M: 140 mph DIRECTIONALITY FACTOR(Ke): 0.85 VEL.PRESS.EXP.COEF.(K7): 0.99 MULT.for TOPO.FACTOR(K,): 0.09 q'•.00258 x K7 x Ky x KO x V'• 40.10 MOLT.for TOPO.FACTOR(K2): 0.00 gi•gi,•q,• 40.10 MULT.for TOPO.FACTOR(K,): 0.00 GUST EFFECT FACTOR(G): 0.85 Ks:•(1♦K,x K,x K,)'• 1.00 INTERNAL PRESS.COEF.(GCy): 018 -0.18 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS: 2 2 2 1 SIDE WALLU(ZONE 4). GCy• -1.10 2 i • EDGE(ZONE 5). GCy• -140 2fJ LOAD CALCULATIONS: 6 air 4 P•q,x(GC0-GCy) 4 6 6 EXAMPLE: Pa•q,x(GCy•GCy) •401 psf•1(-1.1-0.18)1•-51.33 psf Pa•q,x(GCy,•GC.,) •40.1 psi•1(-1.1•-018)1•-38.9 psi FIELD(ZONE4) Px• -51.33 psf _ _ FIELD(ZONE 4) P4• -3690 pal USE 30.80 psf WIND LOAD FOR FIELD. EDGE(ZONE 5). Ps• -63.36 psi USE 3802 psf WIND LOAD FOR EDGE. EDGE(ZONE5) Pe• 46.93 pal ••(W/0.6 FACTOR) UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: ROOF.I(ZONE 1) GCy• -100 /SFS/. APPROVED EDGE(ZONE2). GCy• -120 �/ CORNER OH(ZONE 3): GCy.s• -2.00 DATE 6/26/18 LOAD CALCULATIONS: PFS CORPORATION Bloomsburg,PA Ph•ax(GC.•WO • -- - EXAMPLE: Ph•q,X(GC,•GCy) •40.1 psi.'Ib1-0.18)1•-47.32 psi Ps•q,x(GC,•GC„,,) •40.1 psi•I(-1--0.18)1•-32.89 psf FIELD(ZONE 1). P„• 4732 psi FIELD(ZONE 1) Py• -3289 psi USE 28.39 psi WIND LOAD FOR FIELD(ZONE 1). EDGE(ZONE2) Pp• 45.34 psi USE 33.20 pal WIND LOAD FOR EDGE(ZONE 2). EDGE(ZONE2) Pa• 4091 psi _- USE 3330 ptl WIND LOAD FOR CORNER(ZONE 3). CORNER(ZONE 3) Ps• -55.34 psi USE 52.45 psf WIND LOAD FOR CORNER OH(ZONE 3) CORNER(ZONE3) PX• 4091 pal "(WI 0.6 FACTOR) CORNER OH(ZONE 3) P1.2• -87.42 psi CORNER OH(ZONE 3) Pia• -7299 psi _ PREPARED BY: BARLOW ENGINEERING.P C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 9 • 180271 SECTION 2 SHEARWALL CALCULATIONS is IvAJAct W m e ' NO.49508 " r ,4c) \c".".4,66,0:47:04. � APPROVED �YTTYt� DATE 6/26/18 06/19/18 PFS CORPORATION Bloomsburg, PA 10 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) 114::1'14111,°111°111 BUILDING INFORMATION: JOB NUMBER• 180271 PLAN NMIE I NUMBER• PBS•79720 FIRST FLOOR WIDTH(W,)• 215 0 SECOND FLOOR WIDTH Wa)• 2758 FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(La)• 40 ft ROOF SPAN• 275 e TRUSS SPACNG(TOC). 16 Si STUD SPACING(SOC)• 18 Si WIND SPEED(OS)• 140 mph EXPOSURE FACTOR• C SHEARWALL SUMMARY: SHEATHING FASTENING MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECWIED FOR SHEARWALL SHEATHING FASTENING AND SHEATHING SUCTION FASTENING FIRST FLOOR ENDWALL St:7/15'OSB EXTERIOR(BLOCKED)w/1/Y GWB INTERIOR FAMILY ROOM/LIVING ROOM ENO WITH Bd COMMON NAILS SPACED AT 4"EDGE FIRST FLOOR ENDWALL 12:7/18"OSB EXTERIOR(BLOCKED)w/1/7 GWB INTERIOR DINING/UTILITY END WITH Bd COMMON NALS SPACED AT{"EDGE FIRST FLOOR SIDEWALLII:7/18'OSB EXTERIOR(BLOCKED)w/1?GWB INTERIOR KITCHEN SIDE WITH 8d COMMON NAILS SPACED AT r EDGE p��+ FIRST FLOOR SIDEWALL 82:7/W 055 EXTERIOR(BLOCKED)w/1IY GWS INTERIOR •+�� APPROVED DINING ROOM!FOYER SIDE WITH Sd COMMON NAILS SPACED AT r EDGE DATE 6/26/18 SECOND FLOOR ENDWALL M:7/W 055 EXTERIOR(BLOCKED)w/1?GWB INTERIOR WALK IN CLOSET I BEDROOM at ENO WITH 8d COMMON NAILS SPACED AT 6"EDGE PFS CORPORATION SECOND FLOOR ENDWALL 82:7/18'OSB EXTERIOR(BLOCKED)w/1/2*OWE INTERIOR Bloomsburg, PA BEDROOM 13/12 END WITH 8d COMMON NAILS SPACED AT 5"EDGE SECOND FLOOR SIDEWALL II:7/16'OSB EXTERIOR(BLOCKED)w/ll?GWB INTERIOR BATH Il/BEDROOM 83 SIDE WITH ad COMMON NAILS SPACED AT r EDGE SECOND FLOOR SIDEWALLY2:7/18"OSB EXTERIOR(BLOCKED)w/1/2"GWB INTERIOR BEDROOM N 112111$10 WON ad COMMON NAILS SPACED AT r EDGE PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD.SUITE 20243 RALEIGH,NC 27615 Page 1 o134 11 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SHEATHING SUMMARY: ROOF SHEATHING:7/16'OSB(UNBLOCKED)wl BB NAILING 0 6912' CEIUNG SHEATHING:1/2'GWB(UNBLOCKED)w/FASTENERS®7.12 FLOOR SHEATHING:1932 MIN 050 NN-BLOCKED)w/10d NAILING 0 6712' SHEATHING SUCTION FASTENING: FOR ROOF ZONE 1.USE 0.131.62 5'COMMON NAIL(FACE NAILED)AT 12 Ino 0 FOR ROOF ZONE 2.USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 12 In o.c FOR ROOF ZONE 3(CORNER):USE 0.131'62 5'COMMON NAIL(FACE NAILED)AT 12 In o 0. FOR ROOF ZONE 30H(CORNER OVERHANG).USE 0.131'62 5'COMMON NAIL(FACE NAILED)AT 10 In 0 e. FOR WALL ZONE 4.USE 0131.62 S COMMON NAIL(FACE NAILED)AT 121n o FOR WALL ZONE 5.USED 131.62 S COMMON NAIL(FACE NAILED)AT 121n o EDGE DIMENSION.S• 3S [CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS REWIRED TRUSS TE DOWN:USE(4)100(0.131'i 3')NAIL(ENONAILED)CEILING BAND TO TRUSS AND USE(1)SIMPSON 142 5A EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 36210e 2N FLOOR SND TOCEILNG BAND USE A 15626 ge STRAP EACH STUD WITH(5)86 NAIL(S)EACH END OR WITH(8)16 g6 STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 361 lbs 259 FLOOR STUD TO FLOOR BAND:USE A 1.5 626 go STRAP EACH STUD WITH(5)Btl NAIL(S)EACH END OR WITH(8)16 pe STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 285 be TM FLOOR BAND TO IN CELMO RANO.USE A 1.5626 pe STRAP EACH STUD WITH(5)80 NAILS)EACH END OR WITH(8)18 pe STAPLE(S)EACH END OR CONNECTION TO WITHSTAND All UPLIFT FORCE OF 285 b• 15 FLOOR STUD TO CEILNO BAND.USE A 1.5626 p•STRAP EACH STUD WITH(5)8d NAILS)EACH END OR WITH(8)16 gm STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 230 be 1*FLOOR STUB TO FLOOR BAND.USE A 1.5 x 26 go STRAP EACH STUD WITH(5)86 NAIL(S)EACH END OR WITH(8)16 gL STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 159 DF FLOOR BAND TO SBL PLATE CONNECTOR.USE(2)SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECPON TO WITHSTAND AN UPLIFT FORCE OF 460 bF APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27515 Page 2 of 34 12 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) 4ATERALCONNECTION% TRUSS TO TOP PLATE CONNECTION:USE(2)0 131'a 3'NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION ATTACH WITH 66(0131'a 251 NM.(FACE NAILED)AT 9'ON CENTER PLATE TO STUD CONNECTION.USE(2)106(0131'a 3')NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION ATTACH WITH 164(0 131'a 3 5')NAIL(FACE NAILED)AT 17 ON CENTER TOP PLAT!SPLICES TOP PLATE SPLICES SHALL BEA MINIMUM OF 3 ft NI(2)ROWS 104(0.131'a 31 NAIL(FACE NAILED)4"o.c HORIZONTAL FLOOR DIAPHRAGM CONTINUITY SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) USE A MIN.OF(6)12'DI0.THRU BOLTS(SPACED A MAX OF Sr o.c) OR USE A MIN.OF(16)YB'DIA a 12'LAG TOE SCREWS(SPACED A MAX OF 30-o a) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) USE A 1.5 a 26 pe STRAP WIN(7)84 NAILIS)EACH END OR WITH(10)16 pe STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 461 be • FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ALONG MATE LINE) USE A MIN.OF(6)12'DIA.THRU BOLTS(SPACED A MAX.OF 60"o.c.) OR USE A MIN.OF(18)3I8'DIA.a 12'LAG TOE SCREWS(SPACED A MAX.OF 30"oc) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND.(AT ENDWALLS) USE A 15•26 pe STRAP WITH(5)86 NAIL(S)EACH END OR WITH(7)16 pa.STAPLE(S)EACH ENO TO ATTACH MODULE TO MODULE AT EACH ENDWALL - - -OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 346 lbs SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-S RALEIGH,NC 27615 Page 3 of 34 13 180271 • SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SHEAF CONNECTIONS SECOND FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND-USE SHEATHING CONNECTION WITH 1 ROW(S)OF BU NAILS AT 0.C. (ARD SHEATHING TO TRUSS BOTTOM CHORD)OR CONNECTION TO WITHSTAND SHEAR FORCE OF 196 p UNE UPLFT SHEATHING TO FLOOR BANE USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6E NALS AT SO.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 199 p1 ALTERNATE FASTEN SHEATHING TO BAND WITH?WIDE STRIP OF 200 IN MNIMUM CONSTRUCTION ADHESNE TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION USE 100(0.146"x31 NAIL(TOENNLED)G YON CENTER OR USE(1)SIMPSON LTP4 PLATE G 46"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 1380 IN RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION:USE 10d(0.146'xT)NAIL(TOENNLED)AT VON CENTER OR USE(1)SIMPSON ITN PLATE G 2?ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 8800 BF SECOND FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BANG USE SHEATHING CONNECTION WITH 1 ROW(S)OF BE NAILS AT 40 C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 pi UNIT UPLFT BREATHING TO FLOOR BAND.USE SHEATHING CONNECTION WITH 1 ROWS)OF ad NALS AT S O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 p6 ALTERNATE:FASTEN SHEATHNG TO SAND WITH?WOE STRIP OF 200 pal MNIMUM CONSTRUCTION ADHESNE RIMBAND TO BOTTOM/TOP PLATE/RNBAND CONNECTION:USE 108(0116"•Y)NAL(TOENNLED)(2 11'ON CENTER OR USE(1)SIMPSON LTP4 PLATE G 51%/N CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5365 BE FIRST FLOOR ENOWALL UNIT SHEAR SHEATHING TO FLOOR BAND.USE SHEATHING CONNECTION WITH I ROW(S)OF BE NAILS AT Y OC. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5I9IM UNIT UPLFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH I ROW(S)OF 6E NALS AT Y O C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 519 p1 ALTERNATE:FASTEN SHEATHING TO BAND WITH?WOE SNIP OF 200 NI MNIMUM CONSTRUCTION ADHESIVE RIMBAND TO BLL PLATE CONNECTION USE IW(0 141r8 31 NAL(TOENALED)G Y ON CENTER OR USE(IISIMPSON LTP4 PLATE G 12"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE Of 14812 BE SILL PLATE TO FOUNDATION CONNECTION USE 1/2'ANCHOR BOLTS 0 23'0.0 OR USE SM'ANCHOR BOLTS G N O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14612 IN(532 VG FIRST FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 1 ROW(S)OF Ed NAILS AT Y O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 418 P6 UNIT UPLFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 1 RON(S)OF Ed NALS AT Y O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 416 p1 ALTERNATE.FASTEN SHEATHING TO BAND W RN?WIDE STRP OF 212 pal MNIMUM CONSTRUCTION ADHESIVE RIMBAND TO BLL PLATE CONNECTION)USE 10d(0A46"x31 NAL(TOENALEO)0 YON CENTER OR USE(1)SIMPSON LTP4 PLATE G WON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 73T2 BE BILL PLATE TO FOUNOATON CONNECTIOL USE 1/2'ANCHOR BOLTS G TYO.0 OR USE SM'ANCHOR BOLTS G 2T O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 SI(165 pi) PPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 Page 4 of 34 14 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) IDESIGN PARAMETERS MEAN ROOF HEIGHT(MRH)• 2400 ft NUMBER OF STORIES• 2 FIRST FLOOR WIDTH(W,)• 2758 SECOND FLOOR WIDTH(W,)• 21.5 ft FIRST FLOOR LENGTH(Li)• 40 ft SECOND FLOOR LENGTH(L,)• 40 ft BUILDING ASPECT RATIO(LPN). 145 FLOOR JOIST DEPTH• 9 25 In MAX VERTICAL FLOOR OFFSET• 0 In FLOOR ASPECT RATIO(LhI)• 145 MAX FLOOR DIAPHRAGM OPENING WIDTH• 3 ft MAX FLOOR DIAPHRAGM OPENING LENGTH• 10 ft FRST FLOOR HEIGHT(H1)• 8 6 SECOND FLOOR HEIGHT IN• 8 ft CEILING ASPECT RATIO(LNI)• 1A5 MIN SHEARWALL SEGMENT(H/05)• 229II ROOFPTCH• 7/12 APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BMLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 5 of 34 15 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) • CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS UPLIFT STRENGTH: SHEAR STRENGTH (1)SIMPSON H2.5A U. 535 lbs Fa• 110 lbs (2)SIMPSON H2.5A U• 1070 lbs Fa• 220 lbs (2)SIMPSON LS50 U• 1260 lbs Fa• 0 lbe 200 psI MINIMUM CONSTRUCTION ADHESIVE 2• 100 pal(END-GRAN) 200 psi MINIMUM CONSTRUCTION ADHESIVE Z• 200 psl(FACE) FLAT STRAPS FASTENERS:84 NAIL 1695 STAPLE 15x2695 STRAP Z• 630 lbs 2• 761 499Ms 1.5x22 pa STRAP Es 1053 lbs Z• 127.2 48.8 lbs 1.5 x20 pa STRAP Z• 1255 lbs Z• 127.3 483 be (2)1.5x 209a STRAP Z. 2530 lbs Z. 131.4 46b (3)1.5 4 20 pa STRAP Z. 3795 lbs 2• 140.5 45.1 b HOLDDOWNS w/I lit EDGE DISTANCE • MINIMUM 6'STEM WALL ASSUME 3000 psI Fc CONCRETE SIMPSON HHD011-SD52.5 Z• 8505 lbs SIMPSON 1.HD014-2052 5 2• 10145 lb SIMPSON STHDI4RJ 2• 4430 Rs (2)SIMPSON STHDI4RJ Z• 8860 lbs 117 DIA.THRU BOLT Z• 623 lbs lir ANCHOR BOLT Z• 1058 lbs 5/8'ANCHOR BOLT Z• 1468 lbs 3/B"DIA.LAG SCREW Z• 208 lbs 3/8'DIA x 1r LAG TOE SCREW Z• 208 lbs 64(0.131'a 2 51 NAIL(FACE NAILED) 2• 100 be 104(0.131'x 51 NAIL(FACE NAILED) Z• 131 b 164(0.131'x 3.r)NAIL(FACE NAILED) 2• 131 be 84(0131'x 2 51 NAIL(TOENAILED) Z• 83 lbs 0.131'x 3'NAIL(TOENAILED) 2• 109 b 84(0131.4 2 6')NAIL(ENDNAILED) Z• 57 b 100(0.131'x 31 NAIL(ENONAILED) 2• 88 b 104(0.148 x 31 NAIL(TOENAILED) 2• 132 lbs 164(0.162'a 351 NAL(FACE NAILED) Z. 191 lbs 164(0.162'4 3 r)WCL(EWNAILED) 2• 128 lbs 84(0131'x 2.51 NAL(FACE NAILED).7116'SIDE MEMBER 2• 95 b 0.131'425 COMMON NAL(FACE NULED) 2• 69 Ms(KIP SIDE WITIOAAWAL) (1)SIMPSON LTP4 PLATE Z• 575 lbs SIMPSON RSP4(1)PLATE 2• 205 lbs (2)SIMPSON RSP4(1)PLATES 2• 570 lbs (3)SIMPSON RSP4(1)PLATES 2• 855 b 1/2"GWB(UN-BLOCKED)w1 FASTENERS 4D TO' 2. 70 pe 7/16'OSB(UNBLOCKED)w/64 NMLSJG®8'112' 2• 296 p2 7/18'OSB(BLOCKED)w/64 NAILING @ 8117 2• 320 pK 19/32'MIN.0S0(UN-BLOCKED)w1104 NAILING©6917 Ds 368 off 19/32'MIN.0513(BLOCKED)w/104 NAILING @ 8712' Z• 412 ION 7/16'OSB(BLOCKED)w/84 NAILING @ 6'H2&4'o c.®PERIMETER 2• 437 off 19'32'OSB(BLOCKED)w/104 NAILING©871754'oc.C PERIMETER 2• 548 p6 15v'oee Paoc(Eoar N4444•0414nra a wt..PEAMEIER.Dance FRAMNB 2• 624 pS NOTE:SIMPSON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF/SP VALUES PFSDAti APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SII FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 6 of 34 16 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) DESIGN UPLIFT LOADS ROOF 8 CEILING ASSEMBLY DEAD LOAD• 15 pa WALL DEAD LOAD(WDL)• 12 pal BOOR DEAD LOAD(FDL)• 10 pet ROOF SPAN(RS). 2750 TRUSS SPACING(TOC). 16 In STUD SPACING(BOC)• 1631 FRST FLOOR HEIGHT(H,)• 6 SECOND FLOOR HEIGHT(Hs)• 8 ft UPLIFT CONNECTION LOAD: COMPARING TRUSS TR7-27-6 AND WIND UPLIFT CALCULATED IN WIND CALCS • 271 p6 STANDARD TRUSS TO CEILING BAND CONNECTION: (4)10d(0131•x 3•)NAIL(ENDNAILED) Z• 4 NAILS•68 bs/NAIL 2• 352 lbs USE(4)10d(0.131"v 3•)NAIL(ENDNAILED)CEILING BAND TO TRUSS ADDITIONAL TIE(S)REQUIRED FOR TRUSS TIE DOWN: P,.•map•TOC•352 Ds P,.•271 p6.1631 I12-3521134• P.• 10 be MID USE(1)SIMPSON H2.SA EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 362 lbs REQUIRED SIDEWALL STUD TIE DOWN LOADING: 2M FLOOR SND TOCEILMG BAND: P,..we•SOC• 271.16/12• 36126 2nd FLOOR STUD TO FLOOR BAND Py•P2.-08•WDL•Ha•SOC• - - - - - - Pa•36113s•06"12p41"88.1631/12• 285Ds - 2nd FLOOR BAND TO Int CELMO BAND. Pme• Pa,• 285 IN 1R FLOOR STUD TO CEIING BAND: Pi, •PM-06•FDL W2/4•SOC Plm•285 lbs.08'10 pet•2750/4.IS In/12• Pum• 230 lbs 18FLOOR STUD TO FLOOR BAND. P,0•P,•-0 B•WDL•He SOC• P,.•230113s-06'12 ps1"SB•15 In/12• 154 lbs eFj APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA - PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 271115 Page 7 of 34 17 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) CHECK FASTENERS: Bd NAIL 2• 767 lb. 361 M/76.7 lb,/FASTENER• 4.71 FASTENERS USE(5)S0 NAIL(S)EACH END 16ga STAPLE 2+ 499 lbs 381 b/49.9 IM/FASTENER• 7 24 FASTENERS USE(8)16 go.STAPLE(S)EACH END USE A1.5 s 26 is STRAP EACH STUD WITH(5)65 NAL(S)EACH END OR WITH(8)119x.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLFT FORCE OF 361 lbs SIDEWALL 1st FLOOR BAND TO SLL PLATE CONNECTION: SIDEWALL UPLIFT AT SILL PLATE. W.•Pis/SOC-0.6•FDL•W,/1• 5.•1541b•12/181n-0.8.10 pK•27.56/4• • 75 p5 PLATE CONNECTION AT ANCHOR BOLT LOCATIONS: UT ANCHOR BOLT SPACING(BOC)• 72 In P.• •.•BOC•7505.72• 45015 USE(2)SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLFT FORCE OF 450194 CHECK BENDING 52 RMBAND: DBL.2x10 SPF#2 RMBAND DESIGN VALUES. SECTION MODULUS(S)• 12.78 Ina ALLOWABLE BENDING(N)• 075 psi 61,,.• w_•BOCS• 8 µ,.•75 p5•(72/12r2• 1050 Into S APPLIED N• yl•x. • 1050 In-lbs• r 95 pal B 4278103 ALLOWABLE BENDING(R,)• 875 psi > APPLIED R• 95 051 DBL 210 SPF 62 RMBANO IS OI( • lcs,, APPROVED DATE 6/26/18 • PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27615 Page of 34 18 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN 2758 ROOF PITCH• 7/12 WIND PERPENDICULAR TO RIDGE: a P6 WIND PARALLEL TO RIDGE: 195 pit LATERAL LOAD AT FLOOR DIAPHRAGM 1 WIND PERPENDICULAR TO RIDGE: 211 p6 WIND PARALLEL TO RIDGE: APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203E RALEIGH,NC 27615 Page 9 of 34 19 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) LATERAL FRAMING CONNECTION LOADS FROM WIND: (FOR ROOF-TO-PLATE,PLATE-TO-PLATE,PLATE-TO-STUD,AND PLATE-TO-FLOOR) PER ASCE 7.10 WIND PRESSURE(w)• 32 pH wpwas" w•H/2• I�pO TRUSS MULTIPLIER• 1.33 STUD MULTIPLIER= 1.33 TRUSS TO TOP PLATE CONNECTION: Pp•wI.w•Ma,• 128 QM 1.33• 171 lbs e OF0.131'x 3'NAIL(TOENAILED)REQUIRED• & 171b • 2 NABS Z 109Ds USE(2)0.131"s r NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF BA(0131'x 25')NAL(FACE NAILED)• 2'1Z • 100b•12• 9 InOC. ,.w 128 pN (16•max) ATTACH WITH W(0.1W x LC)NAIL(FACE NAILED)AT 9.ON CENTER PLATE TO STUD CONNECTION: PO•al,•M•1• 128 p11.1.33• 170 Lbs B OF 100(0.1W x 3")NAIL(ENDNAAED)REQUIRED• & • 170 Es • 2 NAILS Z 88b USE(2)led(0.137 x i7 NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION: SPACING OF led(0131'x 3.5)NAIL(FACE NAILED)• Z1_12 • 131 As•12• 121n O.C. wy 128 p0 (1r max) ATTACH WITH 16d(0.131•s 3.n NAIL(FACE NAILED)AT ICON CENTER TOP PLATE SPLICE LENGTH STRUCTURE WIDTH(W)• 27.5 ft STRUCTURE LENGTH IL)• 40 ft lad(0131'•n NAIL(FACE NAILED) 2• 131 b ROOF DIAPHRAGM LOADING(wI-per)• 219 pN FLOOR DIAPHRAGM LOADING(FLLpw)• 211 p6 ROOF DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING: 219 p0 DIAPHRAGM CHORD FORCE• T• BI-pnr'Ls• 219pI 4Oa•2• 1593 lbs S W 8.27.5• REQUIREDSPLICE LENGTH(w/(2)10d 4'oc) T•C/lr/s• 1593 Lbs•a'/1718• 38 2'2 2.131 b/NAL TOP PLATE SPLICES SHALL BEA MINIMUM OF i 8 w/(2)ROWS led(9.131'x 3")NAIL(FACE NAILED)4"as PFSt. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.B RALEIGH,NC 21015 • Page 10 of 34 20 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) ROOF DIAPHRAGM SHEATHING REQUIREMENTS ROOF SPAN(RS)• 27.50 ROOF LENGTH(RL)• 400 ROOF PITCH• 7/12 ROOF ANGLE(RA). 303' ww• 219 pK STANDARD ROOF SHEATHING• 7115'OSB(UN-BLOCKED)w/OE NAILING @ 5'112' ROOF SHEATHING SHEAR CAPACITY(Y)• 296 p1 STANDARD CEILING SHEATHING• 1/T GWB(UN-BLOCKED)w/FASTENERS at ni• CEILING SHEATHING SHEAR CAPACITY(v,)• 70 pK MAK DIAPHRAGM SHEAR(v)• L•Mew 12• 401.219p1/2• 160 pK RS 2750 NET DIAPHRAGM SHEAR CAPACITY(v.)•v,•V.• 296 01.00 p1• 366 p1 DIAPHRAGM SHEAR CAPACITY STANDARD ROOF/CEILING DIAPHRAGM REQUIRED•150 AK CAPACITY•366 pK STANDARD ROOF/CEIUNG DIAPHRAGM OK FLOOR DIAPHRAGM SHEATHING REQUIREMENTS -- BUILDING WIDTH(W)• 2750 BUILDING LENGTH(L)• 40 0 Fly• 211 pK STANDARD FLOOR SHEATHING• 19/32'MIN.OSB(UN-BLOCKED)w/IDE NAILING©5.112' FLOOR DIAPHRAGM SHEAR CAPACITY(v,)• 368 p1 MAX FLOOR DIAPHRAGM SHEAR(v)• L•Nw/2• 4011•211p8/2• 154 IA W 2750 DIAPHRAGM SHEAR CAPACITY STANDARD ROOF/CEILING DIAPHRAGM REQUIRED•154 pK CAPACITY•360 All STANDARD FLOOR DIAPHRAGM OK FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 11 of 34 21 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) [SHEATHING SUCTION CONNECTION(PER ASCE 7.10 C-C PRESSURES,pp.355-358) TRUSS SPACING(TOG). 18 InOC. STUD SPACINGISOC)• 15 InOC. 0.131"x 25"COMMON NAIL(FACE NAILED) 69 lbs(7/18"SIDE MEMBER.WITHDRAWAL) C. 3B FOR ROOF ZONE 1(FIELD): p• 28 392 p51 TRUSS LOADING•28 392 psi x 16"oc./12'I6• 38 pH 3B qi • 05 FASTENERS/e• 20 In O.C. 69b/FASTENER MAX ALLOWABLE SPACING 12 nO0 ysEtur x 2 5'COMMON NMI IFACF NAZI FD1 AT 12 In o FOR ROOF ZONE 2(EDGE): p• 33.204 pi TRUSS LOADING•33.204 psi x 18"o c./12'/6• 40 pH 11 pH • 0.7 FASTENERS/e• 17 In O.C. 69 lbs/FASTENER MAX ALLOWABLE SPACING I 12In O C. ySE 0131'x 2.5'COMMON NAIL IFACF NAI)FM AT 12 Ino r FOR ROOF ZONE 3(CORNER): p• 33.204 psi TRUSS LOADING•33 204 pd• 0 c.112"/ft• 44 pH 44 pH • O/FASTENERS/e• 17 MO.C. 69 Ds I FASTENER MAX ALLOWABLE SPACING I 121m 0 C. USE 0.131'x 2.r COMMON NAIL(FACE NAILED)AT 12 In 0-c PFS,/• APPROVED `�+ DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27515 Page 12 o134 22 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FOR ROOF ZONE 3014(CORNER OVERHANG): p• 52452 pot TRUSS LOADING•52 452 pal s16'•c/12"/e• 70 pe 70p6 • 1.1 FASTENERS/es 10 InOC. 69 Da/FASTENER MAX ALLOWABLE SPACING I 12IIn O C. OMM• _ NAR D _ • FOR WALL ZONE 4(FIELD): p• 30 798 pal STUD LOADING•30 798 pal•Ir o c/17/8• 41 pe 41 pe • 0 6 FASTENERS/6• 20 In O.C. 69 Da/FASTENER MAX ALLOWABLE SPACING I 12IIn 0 C. OM •.. . • In• FOR WALL ZONE 6(EDGE): D• 38016 psf STUD LOADING•3801e pals l6'o.t.112'/S• 51 pn 51pe • 08 FASTENERS/6• 15NO.C. 88 Ds I FASTENER _ MAX ALLOWABLE SPACING I 1211n0 C. USE 0151'x 2s-COMMON NAIL(FACE NAILEDI AT 12 In o.e FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-0 RALEIGH,NC 27615 Page 13 of 34 23 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SECOND FLOOR ENDWALL R1 SHEATHING LENGTH REQUIREMENTS WALK IN CLOSET I BEDROOM WI END FIRST FLOOR LENGTH en J• 275 R SECOND FLOOR LENGTH(W2)• 27.5 ft FIRST FLOOR LENGTH(Li)• 40 fl SECOND FLOOR LENGTH(Li)• 40 ft SHEARWALL TYPE 7/1r OSB EXTERIOR(BLOCKED)w/tl2'GWB INTERIOR SHEATHING EDGE Sd NAE.SPACING• 6 In O.C.(Ed NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V(• 436 pB MIN.SHEARWALL SEGMENT LENGTH• 2.3 ft FULL HEIGHT SHEATHING PROVIDED(3L)• 24.25 ft 2nd FL PERCENT FULL HEIGHT SHEATHING+ 8S 14 2nd FL.MAX UNRESTRAINED OPENING HEIGHT• 4.5 ft SHEAR ADJUSTMENT FACTOR(CA• 0.925(TABLE 23053 7.2,IBC) 2nd FL.NUMBER OF SHEARWALLS(N••)• 2 ADDITIONAL WALL LOAD• 0 l04 SHEARWALL REACTION(R•,e)•L,•w._,I Ned•ADDITIONAL• R•,y•405•219p1/2.Ob• 4380b MIN LENGTH SEGMENTED SHEARWALLS V• 43801641436 Of• 1005 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•LIB I C0.10.05 ft 10925+ 10.67 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•10.31 ft PROVIDED•24.25 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SF"! APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SURE 2014 RALEIGH,NC 27615 Page 14 of 34 24 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LAVE) (DEEP BEAM HORIZONTAL SHEAR) V,•13•F /41•L• 3/4*211 p6•408• 3165 lbs 2 2 N IIT DIA.THRU BOLT• yy • 3165 the• 6 BOLTS Z,OauT 623b SPACING• L2/6.408/6BOLTS 80 In M 316'DIA.•12"LAG TOE SCREW• yy • 31656*• 16 SCREWS 7u.LAG 206b SPACING• L316.408/16 SCREW: 30 In USE A MIN.OF(6)l/2•DIA THRU BOLTS(SPACED A MM.OF Sr ac.) OR USE A MAV.OF(16)316'DIA•12•LAG TOE SCREWS(SPACED A MAX OF 30'e.e.) TO ATTACH MODULE TO MODULE ALONG MATE LAVE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENOWALLS) (CHORD FORCE CONTINUITY) T. F._•W.'• 195pr2752.2• 461 b* 8•Ly 6.406 CHECK FASTENERS: Ed NAA Z• 76.7 b 461 lbs 176.7 lbs/FASTENER• 601 FASTENERS USE(7)Ed NAB(S)EACH END 1696 STAPLE Z• 499lbs 461 be/49 9 b I FASTENER• 9 24 FASTENERS USE(10)16 96 STAPLE(S)EACH END USE A 1.6 a 26 ga STRAP WITH(7)Ed NUL(S)EACH END OR WITH(10)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 461 gm SECOND FLOOR ENDWALL#1: UPLIFT DUE TO OVERTURNING - - FULL HEIGHT SHEATHING PROVIDED(2L,)• 2425 8 SHEARWALL ADJUSTMENT FACTOR(C0)• 0925 SHEARWALL REACTION(R•,Q)• 4380 IM WALL HEIGHT(N)• 88 UPLIFT FORCE(UM)• Rim,•H • 34•Co Up•438013n8 8 8 • 1563 Ib* 24 25 8 3 0 925 PFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY.BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.SUITE 203-0 RALEIGH.NC 27615 Page 15 of 34 25 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#31#2 END FIRST FLOOR WIDTH(W1)• 27.5 ft SECOND FLOOR WIDTH(W2)• 27.5 ft FIRST FLOOR LENGTH(L,)= 40 ft SECOND FLOOR LENGTH(LI)• 40 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE Ed NAIL SPACING• 8 In 0 C.(Ed NAILS OR EQUIVALENT) SHEARWALL STRENGTH M• 436 MI MIN.SHEARWALL SEGMENT LENGTH• 2.3 ft FULL HEIGHT SHEATHING PROVIDED(EL)• 24 83 ft 2nd FL PERCENT FULL HEIGHT SHEATHING= 90% 2nd FL MAX UNRESTRNNED OPENING HEIGHT• 4.5 ft SHEAR ADJUSTMENT FACTOR(C2). 0 937(TABLE 2305 3,7 2,SC) 2nd FL NUMBER OF SHEARWALLS(N.,,)• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R.,e)•L2* N...•ADDITIONAL* R.,m•405'E1901/2•01122. 4380 M 1 AIN.LENGTH SEGMENTED SHEARWALLS(L,„,)•R.,•/V• 4380 Bs/438 B4• 1005 ft I _ PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL).LF„IC••10.055/0.937• 10.738 PERFORATED FULL HEIGHT SHEATHING c PERFORATED FULL HEIGHT SHEATHING REQUIRED•10.73 ft PROVIDED•24,83 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(II,)• 24838 SHEARWALL ADJUSTMENT FACTOR(CIG)• 0.937 SHEARWALL REACTION(R.,w)• 4300 Ib• WALL HEIGHT(H)• 88 UPLIFT FORCE(1.122). R.,mx • ZL,xCo LI.,.43801,s x 8 ft • 1507 Its 24,8312 0.937 /C9.... -:• APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 Page 16 o1 34 26 180271 • • SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SECOND FLOOR ENDWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH(002)• 215 ft SECOND FLOOR LENGTH(Lt)• 40 8 afar. 211 PO 12'ANCHOR BOLT Z. 1056 lbs 518'ANCHOR BOLT Z• 1485 lbs 10d(0.145'a 31 NAIL(TOENAILED) 2. 132 lbs 16d(0167 It 3 Y)NAIL(FACE NAILED) Z• 191 IW (I)SIMPSON LTP4 PLATE Z• 575 MAXIMUM SECOND FLOOR ENDWALL SHEAR LOAD. 4380 be TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION: BTOENALS PER FOOT. VIZ/W• 4380b/132b/2756• 12 NAILS/ft TOENAIL SPACING• 12!6• 12/12• 9'O C. (IT MAX) kLTP4 PLATES PER FOOT• V/2/W• 4380 b/575 be/2758• 03 PLATES/ft LTP4 PLATE SPACING• 12/8. 12/03. 43'O C. (77 MA)!) USE led(0.146'a 31 NAIL(TOENNLED)0 6'ON CENTER OR USE(1)SIMPSON LTP4 PLATE 0 43'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 4350 lb* RMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: V• MAX ENDWALL SIEAR•L•a FLy./2• V. 43505.406 x211 PS/2 8600b k TOENAILS PER FOOT• V/2/W• 86001bs/132b41275 ft. 24 NAILS/6 TOENAIL SPACING• 12/7• 12/24. 5'O C. (16'MAX) k LTP4 PLATES PER FOOT• V/Z/W• 8600 lbs/5755/27.5 6• 0 5 PLATES/e LTP4 PLATE SPACING• 12/4• 12/0Z• 22'0 G (77 MAX) USE 104 mica 31 NAIL(TOENAILED)AT 5'ON CENTER OR USE(1)SIMPSON LTP4 PLATE 027 ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 6600 DIF �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.B RALEIGH,NC 21615 Page 17 of 34 27 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• R� ILXCO SECOND FLOOR ENDWALLN1: V. 4380 De • 196 pM 24255.0925 SECOND FLOOR ENDWALL N2. V• 4380 lbs • 189 Alf 24835.0937 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR• 196 p8 CHECK SHEATHING CAPACITY: 7/1S'059 SHEATHING 3/88 pN (185 DBn X 1.8 X 12) 7116"058 SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECKS 84 NAILS REQUIRED FOR SHEATHING CONNECTION: 84(0 131'X 2 5")NAIL(FACE NAILED),7/16'SIDE MEMBER Z• 95 1M S OF 84 NAILS PER FOOT• V • 198 NI 2 95 D4/NAIL N OF 84 NAILS PER FOOT• 2 07 NAILS PER FOOT OVERALL 84 NAIL SPACING• 12/N• 12/207• 5.79'O.C. N OF ROWS: 1 ROWS) 84 NAIL SPACING WITHIN EACH ROW• 1•SPACING 1'579 o.e - 5.O.0 USE SHEATHING CONNECTION WITH 1 ROW(S)OF 84 NAILS AT t O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 198 pIf APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD.SUITE 203-B RALEIGH,NC 27815 Pape 18 of 34 28 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK 6 60 NAILS REQUIRED FOR SHEATHING CONNECTION' 30(0.131'6251 NAIL(FACE NAILED).7!16'SIDE MEMBER Z• 95 lbs 6 OF 80 NAILS PER FOOT• V • 196p6 Z 9so w/NAIL 6 OF IM NAILS PER FOOT• 2 07 NALS PER FOOT OVERALL EO NAL SPACING• 12/6. 12/207• 579'0 C. SOF ROWS: 1 ROW(S) 84 NAIL SPACING WITHIN EACH ROW• 1'SPACING 1'5.79p6. 5'0 C. USE SHEATHING CONNECTION WITH I ROW(S)OF I0 NAILS AT r O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 196 pit ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V. 196p3 200 pal MINIMUM CONSTRUCTION ADHESIVE 2• 200 pH(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND WIDTH OF GLUE STRIP REQUIRED• V • 196 p6 • 1 Z 200ps'IY/A FASTEN SHEATHING TO BAND WITH 1•WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 19 of 34 29 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) (FIRST FLOOR ENDWALL 01 SHEATHING LENGTH REQUIREMENTS FAMILY ROOM/LIVING ROOM END FIRST FLOOR WIDTH(W,)• 2750 SECOND FLOOR WIDTH(W2)• 27.5 ft ' FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(L1)• 40 0 SHEARWALL TYPE 7/18'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 84 NAIL SPACING• 4 In O.C.(06 NAILS OR EQUIVALENT) SHEARWALL STRENGTH M• 690 pN MIN.SHEARWALL SEGMENT LENGTH• 23 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(_L)• 20.84 ft 1st FL PERCENT FULL HEIGHT SHEATHING. 76% let FL.MAX UNRESTRAINED OPENING HEIGHT• 5.5 ft SHEAR ADJUSTMENT FACTOR(C.)• 0798(TABLE 2305.3.7.2.IBC) 1N FL.NUMBER OF SHEARWALLS(N.,.)• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R.,.)•L,'Fl,.•/N•,.•R..2•ADDITIONAL• R.•,•4010211 pill 2+4380 b••0bs• 8800 lbs MIN LENGTH SEGMENTED SHEARWALLS(L..)•R.q,/V• 8600 b•/590p0• 14580 PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•Lsw/CR•1458 O/6796• 18.32 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•18.32 ft PROVIDED•20.140 ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO • ege, APPROVED DATE 6/26/18 • PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2038 RALEIGH,NC 27815 Page 20 of 34 30 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LME) (DEEP BEAM HORIZONTAL SHEAR) V,•13•F, /41'I • 3/4'211 pW'408• 3165 lbs 2 2 SI/T DIA.THRU BOLT• y1 • 315555• B BOLTS Zia BOLT 623 lbs SPACING• LOS.408/BROLTS 80 Si 83/8'DIA.II 12'LAG TOE SCREW• y< • 3165 lbs• 18 SCREWS Zy p 208 b SPACING• L,/9.40 8/18 SCREWS 30 In USE A MIN.OF(6)1R"DIA.THRU BOLTS(SPACED A MM.OF BO"o.e.) OR USE A MIN.OF(18)3/8'DIA.•12'LAG TOE SCREWS(SPACED A MAX OF 30"o.n.) TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) T• /4'F. 'WI• 3/4'19501'2758.2• 346b B•L, 8.408 CHECK FASTENERS: 80 NAIL Z• 76 7 IM 348 b 176 7 b/FASTENER• 4 51 FASTENERS USE(5)B5 NAIL(S)EACH END 16g•.STAPLE Z• 49955 34855/499 b/FASTENER• 693 FASTENERS USE(7)16 98.STAPLE(S)EACH END USE A 1.6.28 g•STRAP WITH(S)Ed HAIL(8)EACH END OR WITH(7)1e g•.STAPLES)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 348 lbs FIRST FLOOR ENDWALL 01: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(SUR 20848 SHEARWALL ADJUSTMENT FACTOR(Co)• 0796 SHEARWALL REACTION(Rti,)• 8800 IM WALL HEIGHT(H)• 8S UPLIFT FORCE(UE,)• 19.,51I H • 14•C° Ur,•8600b•8ft • 4148 lbs 2084,0.798 PFS .. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203-S RALEIGH,NC 27615 Page 21 of 34 31 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR ENDWALL K2 SHEATHING LENGTH REQUIREMENTS DINING/UTILITY END FIRST FLOOR WIDTH(W1)• 27 5 ft SECOND FLOOR WIDTH(W2)• 27.5 ft FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(L,)• 40 B SHEARWALL TYPE:7/16.OSB EXTERIOR(BLOCKED)w/1/2•GWB INTERIOR SHEATHING EDGE B6 NAIL SPACING• 4 In O.C.(B6 NAILS OR EQUIVALENT) SHEARWALL STRENGTH M• 590 pH MIN.SHEARWALL SEGMENT LENGTH• 2.3 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(F L)• 23 ft 144 FL PERCENT FULL HEIGHT SHEATHING. 100% 1st FL.MAX UNRESTRAINED OPENING HEIGHT• 0 ft SHEAR ADJUSTMENT FACTOR(CJ• 1(TABLE 2305.3.7.,IBC) 1K FL NUMBER OF SHEARWALLS(Flti)• 2 ADDITIONAL WALL LOAD• 2847 Ib SIEARWALL REACTION(R.,,)•L,•FL,/N.,,•R•,.•ADDITIONAL. Red°..40 ft•211 pI l 2*43430lbs•284711n• 11441 Ib• MIN.LENGTH SEGMENTED SHEARWALLS(L..).R.,,,I V• 11447 Ds/590 pV• 1940 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•L ,I C0•194 ft/1• 19 41 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•19.41 ft PROVIDED•23 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHWG TO BE BLOCKED UNO FIRST FLOOR ENDWALL N2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(F L)• 23 ft SIEARWAADJUSTMENT FACTOR(C0)• 1 LL SHEARWALL REACTION(R.,,,)• 11447 IM WALL HEIGHT(H)• aft UPLIFT FORCE(Um)• R.,,,x H • XL,x C. Us,•11447 b9 x B ft • 3982 lbs 23.1 PFSti APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 5512 SIX FORKS RD,SUITE 203-5 RALEIGH,NC 27615 Page 22 of 34 32 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W,)• 2758 FIRST FLOOR LENGTH(L,). 40 ft FLS• 211 pN 1?ANCHOR BOLT Z• 1058 be sir ANCHOR BOLT Z• 1486 M 106(0.148.3 S)NAR(TOENALED) 2• 132 M (1)SIMPSON LTP4 PLATE Z• 575 be MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD. 11417 M RIMBAND TO!ILL PLATE CONNECTION: V. MAX ENDWALL SHEAR♦L,•(3/4•FL_)l 2• V• 11447 34+4066(3/4'21100/2 14612 M 3TOENALS PER FOOT• VIZ/W• 14612 be/1326•/27.56• 40 NAILS/6 TOENAIL SPACING• 12/6• 124• 2'O C. (16'MM) FLTP4 PLATES PER FOOT• VIZ/W• 14612M1575 be/27S6• 09 PLATES/3 LTP4 PLATE SPACING• 124• 12/09• 12 0C. (72'MAX) USE 106(0.145.31 NAIL(TOENALED)®2.ON CENTER OR USE(1)SIMPSON LTP4 PLATE Q 12"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14612 IM SILL PLATE TO FOUNDATION CONNECTION: S 1/3/ANCHOR BOLTS• VIZ. 146126•/1058M• 14 BOLTS BOLT SPACING• (W-2)/(N-1)• (2755.2)1(14.1)• 23 M USE 1/2'ANCHOR BOLTS @ 23'0.0 ANCHOR BOLTS TO BE A MIN.OF C AND A MAX.OF 1'-0'FROM CORNERS - OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14612 be(532 FR) - - - - I/SIS ANCHOR BOLTS• VIZ. 14612 be/14581K• 10 BOLTS BOLT SPACING• (W-2)I(N•1)• (2756.2)/(10-1)• 34 In USE SM'ANCHOR BOLTS fa 2C O.0 ANCHOR BOLTS TO BE A MIN.OF 4'AND A MAX.OF 1'-0•FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14512 lbs(532 pll) PFS .. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6S12 SIX FORKS RD,SUITE 203.3 RALEIGH,NC 27515 Page 23 of 34 33 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 710) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• R•wi • SL XC0 FIRST FLOOR ENDWALL 81: V. 8600 be • 519 20.84 8.0.796 FIRST FLOOR ENDWALL 02 V• 11447 lbs • 498 p5 23.1 MAXIMUM FIRST FLOOR ENDWALL UIST SHEAR• 619 p8 CHECK SHEATHING CAPACITY: 71W 05B SHEATHING 3168 o8 (165 Win X 16 X 12) 7116'OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK It 8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d(0131'F 2 5)NAIL(FACE NAILED).7/16'SIDE MEMBER 2• 95 b• e OF 8d NAILS PER FOOT• __ V • 619471 Z 95 lbs I NAIL e OF Sd NAILS PER FOOT• 6.47 NAILS PER FOOT OVERALL 84 NAIL SPACING• 12)0. 1215.47• 219'OC. e OF ROWS: 1 ROW(S) Bd NAIL SPACING WITHIN EACH ROW• 1•SPACING l'219o0 2'0.0. • USE SHEATHING CONNECTION WITH 1 ROW(S)OF 5d NAILS AT r O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 515 pN PFS:/ APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2039 RALEIGH,NC 27615 Page 24 of 34 34 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK N 8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d(0131'62 51 NAIL(FACE NAILED),T/18'SIDE MEMBER Z• 95 lbs N OFSd NALS PER FOOT• V • 519p11 Z 95b/NAL N OF Bd NALS PER FOOT• 547 NALS PER FOOT OVERALL 8d NAIL SPACING• 12///• 12/547• 2.19.O.C. Y OF ROWS: 1 ROW(S) Bd NAL SPACING WITHIN EACH ROW• 1•SPACING 1.219 oa 2.0G USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 7'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 519 pH ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 519p1 200 pal MINIMUM CONSTRUCTION ADHESIVE 2• 200 psi(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND. WIDTH OF GLIESTRP REQUIRED• V • 519 pi • 1 • Z 200pN•1T11 FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 p•I MINIMUM CONSTRUCTION ADHESIVE SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS BATH#11 BEDROOM#3 SIDE FIRST FLOOR WIDTH(W,)• 2751 SECOND FLOOR WIDTH(W,)• 27.51 FIRST FLOOR LENGTH(Li)• 401 SECOND FLOOR LENGTH(La)• 401 SHEARWALL TYPE:T/18.OSB EXTERIOR(BLOCKED)w/IIT GWB INTERIOR SHEATHING EDGE Bd NAIL SPACING• I In 0 0(Bd NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 438 ph MIN SHEARWALL SEGMENT LENGTH• 2 3 ft SUM OF FULL HEIGHT SHEATHING PROVDED(5 4)• 20 57 ft 2nd FL.PERCENT FULL HEIGHT SHEATHING• 71% 2nd FL.MAX UNRESTRAINED OPENING HEIGHT• 52 1 SHEAR ADJUSTMENT FACTOR(CO• 0 788(TABLE 2305 3 7 2.IBC) 2nd FL.NUMBER OF SHEARWALLS(Now)• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R,,,,)•W1•w,a,/N.,♦ADDITIONAL• R.61.27.51.1950/2.0b• 2684 In MIN.LENGTH SEGMENTED SHEARWALLS IL)•R,•„/V• 26841bs/438 p6• 8.181 PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•L4s/CO.0.16110.785• 7.621 PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•7.521 PROVIDED•26.571 SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED VNO SECOND FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED 64)• 28571 SHEARWALL ADJUSTMENT FACTOR(Co)• 0788 SHEARWALL REACTION(RN,)• 2084 b WALL HEIGHT(H)• 81 PFS/ APPROVED UPLIFT FORCE(U•,)• R„,.H • 246Co DATE 6/26/18 U4,•2684 b•81 • 954 b PFS CORPORATION 28578.0.748 Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 Page 25 of 34 35 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SECOND FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#4/#2/#1 SID FIRST FLOOR WIDTH(W,)• 275II SECOND FLOOR WIDTH(WO• 275 R FIRST FLOOR LENGTH IL,)• 40 ft SECOND FLOOR LENGTH(14)• 40 R SHEARWALL TYPE:7/16.OSB EXTERIOR(BLOCKED)w/1/2*GWB INTERIOR SHEATHING EDGE 8d NML SPACING• 6 In O.C.(BO NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 135 p8 MIN.SHEARWALL SEGMENT LENGTH• 2.3 ft SUM OF FULL HEIGHT SHEATHING PROVIDED It W• 20 25 ft 2nd FL.PERCENT FULL HEIGHT SHEATHING. 51% 2nd FL.MAX UNRESTRAINED OPENING HEIGHT• 52 R SHEAR ADJUSTMENT FACTOR(CJ• 0.685(TABLE 2305.3.72.IBC) 2nd FL NUMBER OF SHEARWALLS(N..)• 2 ADDITIONAL WALL LOAD• 0 In SHEARWALL REACTION(R,.,2)•W2•w,,..l N.w•ADDITIONAL* R..2•27.5R•195p0/2.OIba• 2684 lbs MIN LENGTH SEGMENTED SHEARWALLS(L..)•R,.H/V• 2684 lb.1436 plI• 6.18 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Lw,/Ca• 616 R/0.885• 199 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•tea ft PROVIDED•202511 SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR SIDEWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHWG PROVIDED(I Ld• 2025 ft SHEARWALL ADJUSTMENT FACTOR(Co). 0 685 SHEARWALL REACTION(R..,)• 2684 lbs WALL HEIGHT(H)• 8R UPLIFT FORCE(U5,)• R.y,x • IOC° U5,•2604 Ca•60 • 1548a 20.256 a 0.685 • APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 20341 RALEIGH,NC 27615 Page 26 of 34 36 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH(Wa)• 27.5 ft SECOND FLOOR LENGTH(Li)• 40 ft Fl.a.• 195 p8 12'ANCHOR BOLT Z• 1058 b 5/8'ANCHOR BOLT 2• 1408 lbs 108(•148's 31 NAL(TOENALED) Z• 132 b 188 10 105 6 3 57 NAIL(FACE NAILED) 2• 191 lbs (1)SIMPSON LTP4 PLATE Z• 575 lbs MAXIMUM SECOND FLOOR SIDEWALL SHEAR LOAD• 2684 p8 RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: V• MAX SIDEWALL SHEARWa a FLs_ /2• V• 2684 Ib.A 27 5 11 8 19501/2 5385 p8 B TOENAILS PER FOOT• VIZ/L• 53655/1325/4011z 10 NAILS/8 TOENAIL SPACING• 12/#• 12/I• 11'O.C. (16*MAX) B LTP4 PLATES PER FOOT• V/Z I W• 5365 5/575 Os/M 11• 02 PLATES I B LTPI PLATE SPACING• 12/8• 12/02• SI'O C. (7S MAX) USE 106(0.148'8 Sl NAIL(TOENAILED)S I?ON CENTER OR USE(1)SIMPSON LTP4 PLATE C S?ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 53685 .__ nig .. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 5512 SM FORKS RD.SUITE 203-B RALEIGH.NC 27815 Page 27 of 34 37 - 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• R,. • Z4xC0 SECOND FLOOR SIDEWALL#I' V• 2684 lbs • 120 pS 28.518.0.188 SECOND FLOOR SIDEWALL S: V• 2684 Es • 194 p0 20250•0.685 MAXIMUM SECOND FLOOR SIDEWALL UNIT SHEAR• 190 pN CHECK SHEATHING CAPACITY: 1/18'OSB SHEATHING 3168 MI (165 13/MX 1.8 X 12) 1/18'OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK 8 80 NAILS REQUIRED FOR SHEATHING CONNECTION Bd(0131's 2 S)NAL(FACE NAILED).fir SIDE MEMBER 2• 95 Ns M OF 80 NAILS PER FOOT• V • 194 p0 Z 956s/NAB. I/OF 8d NAILS PER FOOT• 205 NAILS PER FOOT OVERALL VI NAIL SPACING• 12/8. 12/2.05• 585'OC. R OF ROWS. 1 ROW(S) Sd NAIL SPACING WITHIN EACH ROW• 1'SPACING 1'585 o.9. 5'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Rd NAILS AT S'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 194 plf PFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BMLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 21615 Page 28 of 34 38 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per AWE 7.10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK C 8d NAILS REQUIRED FOR SHEATHING CONNECTION: Bd(013V x25")NAIL(FACE NAILED),7118"SIDE MEMBER 2• 95 SN Si OF 8d NAILS PER FOOT• V • 194 All - Z 95 U•I NAIL N OF 8d NAILS PER FOOT• 2 05 NAILS PER FOOT OVERALL 54 NAB.SPACING• 121S• 12/205• 585 0 C. C OF ROWS: 1 ROW(S) 80 NAIL SPACING WITHIN EACH ROW• 1"SPACING 1•585o0 5"OC • USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT T O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 194 pN ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 194 p8 200 pal MINIMUM CONSTRUCTION ADHESIVE 2• 200 psi(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND WIDTH OF GLUE STRIP REQUIRED• V • 194 pB • 1 • Z now lr in FASTEN SHEATHING TO BAND WITH V WIDE STRIP OF 200 p•1 MINIMUM CONSTRUCTION ADHESIVE `PFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING,P.C. 8512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 2751! Page 29 of 34 39 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS KITCHEN SIDE FIRST FLOOR WIDTH(W,)• 27 5 fl SECOND FLOOR WIDTH(V/2)• 275 fl FIRST FLOOR LENGTH(L0)• 40 ft SECOND FLOOR LENGTH(L,)• 40 fl SHEARWALL TYPE:7/18'0S13 EXTERIOR(BLOCKED)wl lIT GWB INTERIOR SHEATHING EDGE 60 NAIL SPACING• 8 in O C.(80 NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 436 p6 MIN.SHEARWALL SEGMENT LENGTH• 2.3 ft FULL HEIGHT SHEATHING PROVIDED• 28 9 ft IAT FL.PERCENT FULL HEIGHT SHEATHING• 72% 1st FL.MAX.UNRESTRAINED OPENING HEIGHT• 5 5 ft SHEAR ADJUSTMENT FACTOR(Co)• 0.714(TABLE 2305.3.7.2,IBC) ft FL.NUMBER OF SHEARWALLS(No.). 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R ,)•W,•FL,^.I N•E,r Rya„•ADDITIONAL• R•e•,•27 5 fl'195 p8/2.2684 24.0 b• 5366 be MIN.LENGTH SEGMENTED SHEARWALLS(L„)•Rw✓V• 5366 lbs/436 pll• 12.31 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Loy/Co• 12.31 ft 10.774• 15.91 ft PERFORATED FULL HEIGHT SHEATHING c PERFORATED FULL HEIGHT SHEATHING REQUIRED•15.91 ft PROVIDED•28.9 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SW OF FULL HEIGHT SHEATHING PROVIDED(S U . 26.9 ft SHEARWALL ADJUSTMENT FACTOR(Co)• 0774 SHEARWALL REACTION(R. i)• 5368 lbs WALL HEIGHT(H)• 8 f UPLIFT FORCE(UE,)• R•r,a H • 24sC• UE,•5366 b•x 5 I • 1920 lbs 289 a 0.774 C9-1 APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD.SUITE 203-B RALEIGH,NC 27615 Page 30 0134 40 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS DINING ROOM I FOYER SIDE FIRST FLOOR WIDTH(W,)• 27.58 SECOND FLOOR WIDTH(W2)• 27 5 ft FIRST FLOOR LENGTH(Li)• ' 40 ft SECOND FLOOR LENGTH(L,)• 40 ft SHEARWALL TYPE'71W 050 EXTERIOR(BLOCKED)w/1?GWB INTERIOR SHEATHING EDGE Ed NAL SPACING• 6 F 0.0(Ed MALS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 438 pH MM.SHEARWALL SEGMENT LENGTH• 2 3 It FULL HEIGHT SHEATHING PROVIDED• 21.84 ft I.1 FL.PERCENT FULL HEIGHT SHEATHING• 55% let FL.MAX UNRESTRAINED OPENING HEIGHT• 6836 SHEAR ADJUSTMENT FACTOR(C,)• 0 589(TABLE 2305372,IBC) 1st FL NUMBER OFSHEARWALLS(N,dJ• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R.m)•W,•FL�•I Ne„•R---•ADDITIONAL• Ran•27.58.195p8/2.2504 b•O be• 5368b MIN LENGTH SEGMENTEDSHEARWALLS(L,•)•R•w,/V• 536816s/438p8• 1231 ft • PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Lrn I CO. 12.316/0.589• 20.906 PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•20.9 ft PROVIDED•2184 ft SOMALI•HEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR SIDEWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(X Li). 21 84 ft SHEARWALL ADJUSTMENT FACTOR(Co). 0589 -- -_ - - SHEARWALL REACTION(R. )• 5368 b - - WALL HEIGHT(H). 68 UPLIFT FORCE PJeJ• Ra1xH 2 L,s Co VE,.5366 M4•811 • 3338 lbs 21 84 s 0 589 SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SURE 2034 RALEIGH,NC 27815 Page 31 of 34 41 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W,)• 27.5 ft FIRST FLOOR LENGTH(L,)• 40 ft FLy.,• 195 pX 1/2'ANCHOR BOLT 2• 1058 lbs YS•ANCHOR BOLT 2• 1488 be 105(0.148'•31 NAIL(TOENAILED) Z• 132 b (1)SIMPSON LTP4 PLATE 2• 575 b MAXIMUM FIRST FLOOR SDEWALL SHEAR LOAD• 5358 lbs RIMBAND TO SILL PLATE CONNECTION: V. MAX SIDEWALL SHEAR•W,X(3/4•FLy„)/2• V• 5386b8+27585(314.195p6)/2 7377 Km S TOENAILS PER FOOT• V/2/L1•73771b1/1321bN402• 14 NAILS/ft TOENAL SPACING• 12/4. 1211.4• B•OC. (1T MAX) 4 LTP4 PLATES PER FOOT• V/2/W• 7377 be/575b5/401• 0.3 PLATES/8 LTP4 PLATE SPACING• 12/4• 12/03• 37.0.C. QT MAX) USE 105(0.145.5 T)NAIL(TOENAILED)G 5.ON CENTER OR USE(1)SIMPSON LTP4 PLATE®Sr ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lb• BLL PLATE TO FOUNDATION CONNECTION: 412 ANCHOR BOLTS• VIZ. 7377b/105864• 7 BOLTS BOLT SPACING• IL-2)/IN-I)• (405-2)/p-1)• 72 In USE 1/T ANCHOR BOLTS at Tr O.0 ANCHOR BOLTS TO BE A MIN.OF 4'AND A MAX.OF 1'41'FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lb•(185 pH) 45/8'ANCHOR BOLTS• VIZ• 7377 b•114B8Ibs• 6 BOLTS BOLT SPACING• (L-2)/(N•i)• (408.2)/15-1)• 72 In USE 5//5'ANCHOR BOLTS Q 7T O.0 ANCHOR BOLTS TO BE A MN.OF 4•AND A MAX.OF 1'03'FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lbs(155 pll) • /1 PPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 • Page 32 of 34 42 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE NI• R.si • X4%C0 FIRST FLOOR SIDEWALL SI: V• 5366 b • 240 p8 2895.0.774 FIRST FLOOR SIDEWALL 42: V• 536610• • 418 p8 2184'0.569 MAXIMUM FIRST FLOOR SIDEWALL UNIT SHEAR• 419 p8 CHECK SHEATHING CAPACITY 7/W 056 SHEATHING 3188 pH (165 INN X 1.6 X 12) 7116'05B SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK It Sd NAILS REQUIRED FOR SHEATHING CONNECTION. Sd(013112 5T NAL(FACE NAILED),7/W SIDE MEMBER 2• 95 IS M OF 8d NALS PER FOOT• V • 418p11 2 955/NAL OF 88 NAILS PER FOOT• 4 4 NAILS PER FOOT OVERALL Sd NAIL SPACING• 121*• 12/44• 272.0 C. OF ROWS: 1 ROW(S) Bd NAIL SPACING WITHIN EACH ROW• 1•SPACING 1.272 DC. 2 0 C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Sd NMS AT r O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 418 pll �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING,P.L. 8512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27815 Page 33 of 34 43 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK Y 8U NAILS REQUIRED FOR SHEATHING CONNECTION: 84(0131'A 21')NAIL(FACE NAILED),7/18'SIDE MEMBER 2• 95 lbs Y OF 84 NAILS PER FOOT• V • 418 pH Z 95H•/NAIL Y OF 81 NAILS PER FOOT• 4.4 NAILS PER FOOT OVERALL 8d NAIL SPACING• 12/Y• 12/44• 2 72'O.C. Y OF ROWS: I ROW(S) 80 NAIL SPACING WITHIN EACH ROW• 1•SPACING 1.272oc 2.0 C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Id NAILS AT r O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 411 pH ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 418 pII 200 pH MINIMUM CONSTRUCTION ADHESIVE Z• 200 pN(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND: WIDTH OF GLUE STRIP REQUIRED• V • 418 pH • I • Z meow 1T/S FASTEN SHEATHING TO SAND WITH 1•WIDE STRIP OF 200 poi MINIMUM CONSTRUCTION ADHESIVE e.g.!, APPROVED DATEDA6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27115 Page 34 of 34 44 180271 • SHEARWALL HOLDOWN DESIGN ENEARWALL UPLIFT FROM EACH FLOOR 2nd FLOOR SIDEWALL MI 954 lbs DEAD LOAD DNR WEIGHT IPSF) 2nd FLOOR SIDEWALL*2 1548 l5 TRUSS DEAD 16 2nd FLOOR ENDWALL M 1563 lbs FLOOR DEAD 10 2nd FLOOR ENDWALL*2 1507 lbs WALL DEAD 12 1 et FLOOR SIDEWALL*1 1920 M 1M FLOOR SIDEWALL*2 3338 lbs STORY HEIGHT HEIGHT(IQ 1st FLOOR ENDWALL*1 4148 l5 1ST FLOOR 6 1M FLOOR ENDWALL 02 9982 lbs 2nd FLOOR 8 MODULAR WIDTH 01 DQ 1375 NODULAR WIDTH*2 NQ 13.75 COMPRESSION COMPRESSION TENSION CAPACITY lb (CA CAPACITY Ohl ICE• CAPACITY no COMPRESSION CAPACITY PM(CJ•LR •LF) SPE*2 VALUE IS) (CA•vV) 284(8 FT) 2603 2660 2745 5670 2%4(9 FT) - 2115 2553 2203 5670 234110 FT) 1744 1771 1802 5670 236(0 FT) 7494 8050 9141 7722 2%6(9 FT) 6629 7005 7668 7722 236(10 FT) 5792 6041 6453 7722 SIMPSON STRAP APACIT( FASTENERS SIMPSON CS16 COILED STRAP 1705 22 10d NAILS 16d COMMON NAILS 191 lbs SIMPSON CSI4 COILED STRAP 2490 30 100 NAILS 1W"LAO SCREWS 225167 SIMPSON CMSTCIB COILED STRAP 4585 58 160 SINKER NAILS 3/IE AG SCREWS 29510E SIMPSONCMSTI4 COILED STRAP 6460 68 18d NAILS 112"LAG SCREWS 555 IS I SIMPSON CMSTI2 COILED STRAP 9215 84 76d NAILS Mr LAG SCREWS 789 lbs '^CAPACITY OBTAINED FROM 814PSON STRONG-TIE 201118 WOOD CONSTRUCTION CONNECTIONS CATALOG "ALL WITH Cd•1.S FACTOR HOLDOWN CAPACITY(lbs) SIMPSON PAM 2025 SIMPSON ND55 WI(2)STUDS 3785 SIMPSON ST1014RJ 4210 SIMPSON HOU8-8082.8 WI(21 STUDS 4870 SIMPSON HOMO WI I3I STUOS 6245 SIMPSON HOOB WI(4)STUDS 400 SIMPSON X012 WI 141 STUDS WI 1-1/6"ANCHOR BOLT 12690 SIMPSON/1019 WI MI STUDS W11.114'ANCHOR BOLT 16210 '—CAPACITY OBTAINED FROM SIMPSON STRONG-TIE 2915-16 WOOD CONSTRUCTION CONNECTIONS CATALOG NET UPLIFT CALCULATIONS IUPLFIT•DEAD LOAD), and FLOOR SIDEWALL 01. IM FLOOR SIDEWALL 01. SHEARWALL LENGTH 408 SHEARWALL LENGTH 40 R DEAD LOAD 23895 lbs DEAD LOAD 19775 NET UPLIFT I •143611b5 NET UPLIFT I -571167 STUDS REQUIRED 22X8 STUDS STUDS REQUIRED 2 2X6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED NO PHYSICAL HOEDOWN IS REQUIRED and FLOOR SIDFWALI 07 141 FLOOR SIDEWALI Pt SHEARWALL LENGTH 40 ft SHEARWALL LENGTH 40 ft DEAD LOAD 23895 lbs DEAD LOAD 1077 lb* NET UPLIFT I 4421156 NET UPLIFT I 13611167 STUDS REQUIRED 2 2%8 STUDS STUDS REQUIRED 2 2X6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED jnd FLOOR ENDWALL 01 1*FLOOR ENDWALL 01. SHEARWALL LENGTH 275 ft SHEARWALL LENGTH 2756 DEAD LOAD 792 lbs DEAD LOAD 792 lbs NET UPLIFT I 771115 NET UPLIFT I 4127155 STUDS REQUIRED 12%8 STUDS STUDS REQUIRED 2 2X5 STUDS jnd FLOOR ENDWALL 10; 1st FLOOR FNDWAI L Pa SHEARWALL LENGTH 2758 SHEARWALL LENGTH _ 238 DEAD LOAD 792 lbs DEAD LOAD 6624 lbs NET UPLIFT I 715115 NET UPLIFT I 403511bs STUDS REQUIRED 1 2X6 STUDS STUDS REWIRED 22%8 STUDS SHEARWALL CORNER CONNECTION SHFARWAI L CORNER CONNECTION 414.Mt70.1 STUDS EASIER WI 0 OPO8IL SINARTA L SI WSEA3IbN W IOOSIt116 STWS . b76OORMAN 1.5 x DIAMETER EDGE DISTANCE 1.5 t DIAMETER EDGE DISTANCE urAPM DONN .x DIAMETER MIN.PENETRATION � � 6 DIAMETER MN.PENETRATOR •11 INTO OPPOSITE STUD GROUP INTO OPPOSITE STUD GROUP :i9 SHEARWN L HOEDOWN CONNECTION ARHEARWN I HOEDOWN CONNECTION 846 rMVO CALGIMI AW Fln SIIVIWML tAb RAW C•ADJLA1 ON 9086 MYNiWM1 IaOOYN APO MUD GROuP FARNM]RTMA IRCQMI NO IWO OAP/FA3RVARTNI STRAP TO STUDS IN LOWER LEVEL UPPER STORY HOLDOWN(d CORNER DETAILS 1ST STORY HOLDOWN(ciz CORNER DETAILS eFj APPROVED DATE 6/26/18 45 PPS CORPORATION 180271 Bloomsburg, PA ;MOND FI OOR SHEAR WAV HOLDOWN CONNECTION El NET UPLIFT• 771 lbs STUDS REQUIRED• 1 2%8 STUDS SIMPSON STRAP• SIMPSON CS18 COILED STRAP STRAP REQUIRED• 1 STRAP TOTAL TENSION CAPACITY• 1705 IEE O.K. FASTENERS REQUIRED PER STRAP• 10 161 NAILS USE(1)SIMPSON CSL COILED STRAP W/)10)108 NAILS TOTAL®EACH STRAP OR CONNECTION TO WITHSTAND 771 lbs TENSION fIRST FLOOR SHEAR WALL HOLDOWN CONNECTION I/1 NET UPLIFT• 4898 lbs STUDS REQUIRED• 2 2x8 STUDS ROWS OF FASTENERS• 2 ROWS 188 NAIL SPACING• HOLODOWN TO WITHSTAND AN UPLIFT FORCE OF 4898 lin TO BE DESIGNED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER W/2 ROWS OF led COMMON NAILS®7'ON CENTER e.g.! APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 46 160271 SECTION 3 MARK UP PLANS ir, CyG ll 4 W m CI IL -, NO.49508 y v‘ .o f9FC/3TER����� yah-ril 06/19/18 eFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 47 180271 Commonwealth of Massachusetts . x ;. a Manufactured Buildings Program 11 G.. Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components • To: Linda McAlister factured Buildings Program Phone Number: Date Transmitted Linda.McAlister e.ma.us 508-422-1955 6/20/2018 Commonwealth of Massachusetts Department of Public Safety Board of Building Regulations and Standards 50 Maple Street, Suite One Milford Massachusetts 01757-3698 The person forwarding this material shall complete the following portion of this transmittal Name of Person Chris O'Brien MC Number TPIA Number Transmitting Material 221 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval Building Plans forwarded as a record copy for your files 79720 R-3 (Review not required) /� Revised building plans for review. ❑ (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files ❑ (Review not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission n Modification to: 0 Calculations Manual Original Submission n Modification to: Installation Manual Original Submission n Modification to: Systems Drawings Original Submission n Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBR$pumbet. Also,identify the requested action. Site Location: 110 SISTERS CIRCLE,YARMOUTH PORT,MA 02675- The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable Digitally signed by a ro I d Harold Raup DN: Told Raup Signed y o=PFSECO,ou, Signed By for TPIA. email=harold.raup@ BBRS No: assigned by Mass. for MASS: aup "' p �..pfsteco:com,c=US Date:2018.06.26 ��' . 06:09:37-04'00' Print Form ..- REScheck Software Version 4.6.4 ve n. Compliance Certificate PFS Corporation Northeast Region Project ON-79720 APPROVED H Raup - 3 Energy Code: 2015 IECC 6/26/18 Location: Yarmouth, Massachusetts Construction Type: Single-family Approval limited to Project Type: New Construction • Factory Built Portion Conditioned Floor Area: 2,200 ft2 Glazing Area 14% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 220 SISTERS CIRCLE CEFOLE PROFESSIONAL BUILDING SYSTEMS YARMOUTH PORT,MA 02675 MOULTON REAL ESTATE 72 EAST MARKET STREET P.O. BOX 118 MIDDLEBURG, PA 17842 ASHBURNHAM, MA 01430-1242 (570)837-1424 (978)827-5311 Compliance: 5.2%Better Than Code Maximum UA: 289 Your UA: 274 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide en estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Iv1 ' 11',1111111 4 al 1111 11 ulm "'m�� � l°� 11111111 �'ll' aid9 `y `�I� `�1n�' Gro55Area ,.Cavity; Cont.1414.11r4 VII ��I( '11N_�II'�grII�II ,i. I��NI�� 'e IIII ",i111Vi1i 'i. ib M 1 ' u0 1 1IiYhI1 1 ii aINj114' 111 ",Ib11 Aysssembbµly7y, i ,� Iy, ` 1 1, I uq r;lam �V^�` , ' ��Vor,,bl ,"al ' I' ll Factor UA I � lo'.�'P V In iil� RAMfIPIIIIIg 1N'�ltllm'�'ll Id u11111 �1'4yy1 li. Ihb.i�l'IiuuM ie on•� , BI r,PerlMEter R-Value ,R-Value� II a�ld ul �Iw,ailryli11111'ixd..,iull, II' Ii 11 111 H I,d' �H„I I M' ±li u I �- ��I B-I ill 1� iiIwNlWdIlIIlM1xduWlsG511iu Liken 1110. lu I��..� j�l 111111i.i 1tl Ceiling 1: Raised or Energy Truss 1,100 38.0 0.0 0.025 28 Wall 1:Wood Frame, 16”o.c. 2,160 21.0 0.0 0.057 103 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 265 0.300 80 Door 1: Solid 19 0.210 4 Door 2: Solid 37 0.270 10 Door 3: Glass 40 0.330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,100 30.0 0.0 0.033 36 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PROFESSIONAL BUILDING SYSTEMS 6/20/2018 Name-Title Signature Date Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720,rck Page 1 of 9 0 REScheck Software VersionChecklist 4.6.4 Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and [ - ❑Complies 103.2 documentation demonstrate t ❑Does Not [PR1i1 energy code compliance for the abuilding envelope.Thermal ❑Not Observable I envelope represented on ❑Not Applicable construction documents. t i i 103.1, ;Construction drawings and „❑Complies 103.2, i documentation demonstrate t .❑Does Not 403.7 energy code compliance for F ❑Not Observable . [PR3i1 ;lighting and mechanical systems. , _ 9 Systems serving multiple i ❑Not Applicable ;dwelling units must demonstrate ) - ;compliance with the IECC i !Commercial Provisions. [ 302.1, I Heating and cooling equipment Is Heating: Heating: ❑Complies 403.7 !sized per ACOA Manual 5 based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable 4 a Manual)or other methods Btu/hrBtu/hr :approved b approvey the code official. i ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 2 of 9 Section • # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 to protective covering is installed to ❑Complies , [F011]2 !protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below ONot Observable grade. ONot Applicable 403.9 'Snow-and ice-melting system controls ❑Complies [F012]2 installed. ❑Does Not S ONot Observable ONot Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Door U-factor. U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.4 1 ODoes Not table for values. [FR1]1 O ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U-_ ❑Complies See the Envelope Assemblies 402.3.1, [average). ❑Does Not table for values. _ 402.3.3, I 402.3.6, I ❑Not Observable 402.5 : ❑Not Applicable [FR2]1 1 a 303.1.3 1U-factors of fenestration products; • , „ .❑Complies [FR4]1 are determined in accordance ODoes Not O with the NFRC test procedure or ��; ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier I ❑Complies [FR23]1 I Installed per manufacturer's (❑Does Not Instructions. ❑Not Observable I :❑Not Applicable 402.4.3 Fenestration that is not site built ; ❑Complies [FR20]1 is listed and labeled as meeting ( ODoes Not O ,HAMA/WDMA/CSA 101/1.5.2/A440)' [Not Observable or has infiltration rates per NFRC I,,,, :400 that do not exceed code ,ONot Applicable limits. s 1 402.4.5 IIC-rated recessed lighting fixtures) ❑Complies [FR16]2 'sealed at housing/interior finish . ❑Does Not ;and labeled to indicate s2.0 cfm ' PFS Corporation ; jleakage at75Pa. northeast Region ❑Not Observable ( r g ❑Not Applicable 403.2.1 ;Supply and return ducts in attics j APPROVED ❑Complies [FR12]1 :Insulated>= R-8 where duct is G � ODoes Not • >=3 Inches in diameter and >= H Raup — 3 't R-6 where< 3 inches.Supply and; .ONot Observable �126!]>3 ❑Not Applicable return ducts in other portions of t the building insulated >= R-6 for Approval limited to i ,diameter>=3 inches and R-4.2 Factory Built Portion :for< 3 inches in diameter. - 403.3.3.5 ;Building cavities are not used as ' ❑Complies [FR15]3 :ducts or plenums. ' ❑Does Not [Not Observable I - ❑Not Applicable 403.4 l HVAC piping conveying fluids R- R- ❑Complies 1FR1712 :above 105 9F or chilled fluids ODoes Not +below 55 QF are insulated to zR- �.' 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC 1 ❑Complies [FR24]1 piping. R - - ❑Does Not 'J %❑Not Observable ❑Not Applicable 403.5.3 I Hot water pipes are insulated to R-_ R- ❑Complies [FR1812 z:R-3. ODoes Not ,OJ j ❑Not Observable 1 ❑Not Applicable 403.6 ;Automatic or gravity dampers are;. ' _ ,❑Complies [FR19]2 1 installed on all outdoor air ,, ' . ODoes Not intakes and exhausts. 4 ❑Not Observable ,❑Not Applicable 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 4 of 9 Additional Comments/Assumptions: PFS Corporation Northeast Region • APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 5 of 9 Section Plans Verified Field Verified # - Insulation Inspection Value Value Complies? Comments/Assumptions & Req.lD 303.1 All installed Insulation is labeled ,❑Complies [IN13]2 l or the Installed R-values ❑Does Not g, 'provided. 1.❑NotObservable t I �'�;❑Not Applicable 402.1.1, Floor insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.6 0 Wood 0 Wood ❑Does Not table for values. [IN111 0 Steel 0 Steel ❑Not Observable a I ❑Not Applicable I 303.2, ,;Floor insulation installed per , ',;❑Complies 402.2.7 ;manufacturer's instructions and '❑Does Not (IN2]1 ;in substantial contact with the , 1 ;r ;underside of the subfloor,or floor @ ❑Not Observable :framing cavity insulation is in iI ❑Not Applicable contact with the top side of ;sheathing,or continuous :insulation is Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. C - 1 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/:of the ❑ Wood 0 Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall 0 Mass 0 Mass ❑Not Observable [)N3]1 1 exterior,the exterior insulation requirement applies(FR10). 0 Steel 0 Steel ❑Not Applicable 1 303.2 ;Wall Insulation is installed per i - ❑Complies [IN4]1 ;manufacturer's instructions. - � ❑Does Not • 1 4❑Not Observable i ; . '❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID , 402.1.1, ;Ceiling insulation R-value. R- R-_ ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood 0 Wood ODoes Not table for values. 402.2.2, 0 Steel 0 Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1,;Ceiling insulation installed per - ❑Complies 303.2 manufacturer's Instructions. , . ' '❑Does Not • [FI2]1 Blown insulation marked every S 300 ft'. :.❑Not Observable ❑Not Applicable 402.2.3 i Vented attics with air permeable l - • f❑Complies (FI2212 I insulation include baffle adjacent I ❑Does Not Ito soffit and eave vents that I extends over insulation. ,❑Not Observable { • _ '•1❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies (113]' insulation aR-value of the ODoes Not adjacent assembly, i ❑Not Observable I ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50=_ ❑Complies [FI17]1 :ach in Climate Zones 1-2,and ODoes Not <=3 ach In Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [1141' dm/100 ft2 across the system or ftp— fr ODoes Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in ❑Not Applicable tests,verification may need to pP occur during Framing Inspection. 1 1 1 1 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies (1127]' determine air leakage with ft2 ft2 ODoes Not either:Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including PFS Corporation the manufacturer's air handler enclosure if installed at time of Northeast Region test.Postconstruction test:Total (leakage measured with a APPROVED pressure differential of 0.1 inch H Rau - 3 I w.g.across the entire system P ;including the manufacturer's air 6(26/18 handler enclosure. 403.3.2.1 Air handler leakage designated r Approval limited to ❑Complies (1124]1 by manufacturer at<=2%of Factory Built Portion ['Does Not design air flow. Ir ❑Not Observable { ;❑Not Applicable 403.1.1 'Programmable thermostats `❑Complies (FI912 'installed for control of primary . - ,❑Does Not heating and cooling systems and 'initially set by manufacturer to ,❑Not Observable Icodespecifications. - y❑Not Applicable 403.1.2 (Heat pump thermostat Installed Y' ' i❑Complies IFI10]' Ion heat pumps. - ';❑Does Not ' °ONot Observable i t,❑Not Applicable 403.5.1 ;Circulating service hot water IN , ' ',I:Complies IFI11]' isystems have automatic or - ❑Does Not accessible manual controls. t ❑Not Observable , ,❑Not Applicable 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) f 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 7 of 9 Section , Plans Verified Field Verified # Final Insection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system (, ❑Complies (F12512 ;fans not part of tested and listed t . - "❑Does Not HVAC equipment meet efficacy land air flow limits. ,.❑Not Observable °❑Not Applicable 403.2 °I Hot water boilers supplying heat l,, .DComplies [FI2612 (through one-or two-pipe heating { `❑Does Not systems have outdoor setback # ❑Not Observable 'control to lower boiler water - "❑Not Applicable !temperature based on outdoor (' a pP ;temperature. ; i 403.5.1.1 d Heated water circulation systems$ - - ;DComplies [F128]2have a circulation pump.The ; - - . Does Not !system return pipe is a dedicated€ return pipe or a cold water supply; ',❑Not Observable pipe.Gravity and thermos- ) .,❑NotApplicable (syphon circulation systems are I not present.Controls for circulating hot water system pumps start the pump with signal$ ;for hot water demand within the ! •- !occupancy.Controls t !automatically turn off the pump 1 - when water is in circulation loop ' Os at set-point temperature and Ino demand for hot water exists. t4. ' 403.5.1.2 ;Electric heat trace systems ) - ❑Complies [FI2912 ;comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically y❑Not Observable I adjust the energy input to the heat tracing to maintain thea ',❑Not Applicable ';desired water temperature in the f 1 piping. I 403.5.2 ;Water distribution systems that ;, , DComplies (F13012 I have recirculation pumps that ODoes Not '!pump water from a heated water supply pipe back to the heated .❑Not Observable I water source through a cold '❑Not Applicable !water supply pipe have a PFS Corporation demand recirculation water Northeast Region system.Pumps have controls g 1that manage operation of the 4 APPROVED I pump and limit the temperature !of the water entering the cold ! H Raup - 3 }water piping to 104°F. 6(2-(/ 1-8 403.5.4 d Drain water heat recovery units V' DComplies (FI31]2 (tested in accordance with CSA limited to 1❑Does Not B55.1. Potable water-side Factory Built Portion :❑Not Observable pressure loss of drain water heat gg, '❑Not Applicable Irecovery units< 3 psi for (, PP individual units connected to one 1, or two showers.Potable water- side _ side pressure loss of drain water !heat recovery units< 2 psi for 'individual units connected to g threeormore showers. _ 6 i 404.1 75%of lamps In permanent ! ,DComplies [F1611 fixtures or 75%of permanent t - '❑Does Not fixtures have high efficacy lamps.Q' ❑Not Observable Does not apply to low-voltage d • lighting. f ;❑Not Applicable 1 404.1.1 Fuel gas lighting systems have ; ,DComplies (F123]3 `no continuous pilot light. i❑Does Not J I „❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) I 21Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 8 of 9 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID . 401.3 1 Compliance certificate posted. p❑Complies [FI7]2 a ❑Does Not ❑Not Observable o;❑Not Applicable 303.3 ;Manufacturer manuals for - ?.❑Complies [FI18]3 'mechanical and water heating ;❑Does Not systems have been provided. '❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion r1High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79720 Report date: 06/20/18 Data filename: M:\70000\79720.rck Page 9 of 9 J ff Efficiency Certificate nsu ation afng l g„ Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): _ Glass • Door Ra Ing > t-Factor GIEW Window 0.30 Door 0.33 eat ng'&Coo ng Equ pmen - t Heating System: Cooling System: Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED H Raup - 3 6/26/18 Approval limited to Factory Built Portion ARLOW ENGINEERINGPC December 5, 2017 Subject: 2015 PBS Systems Calculation Manual MA State Building Code 9th Edition — Residential Volume To Whom It May Concern: I have reviewed the subject calculations manual and it is sufficient for, and meets the requirements of the referenced MA State Building Code. Sincerely, Barlow Engineering, PC James J Barlow, PE 44tA75,141V �President �`1IA 1 NO.49508 ti imax yFGlg7ER���'x t �FS tAl. ENG\ APPROVED 12/05/17 DATE 1/12/18 PFS CORPORATION Bloomsburg, PA 6512 Six Forks Rd—Ste 2o3B Raleigh, NC 27615 919-845-1600 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS z-3}- 13 4 112 1516 13•_2• 6'-it 1017 • 20 21 1 ' - p 1 - ' I 9 19 2 18 I RI I 1O 3 4 © 5 6 7O 2]'-6- I 2 B GROUND SNOW LOAD: 20 psi 30 psi 40 psf TC DL: 10 psf •BALANCED SNOW LOAD: 20.4 23.1 30.8 psf BC DL: 10 psf TRUSS NO.:TR7-27.6 UNBALANCED SNOW LOAD: 36.02 42.72 54.32 psf BC LL: 10 psf WHERE h<42' JOB NO.:150137 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9.24 psf BC LL: 20 psi WHERE It z 42' PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 4.3 5.01 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:27-6' APPLIED MWFRS UPLIFT: 22.43 psI WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 18 n 0.C. 12.74 psi LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW 16 in O.C. 27.40 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 18 In O.C. 19.21 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND: 16 in O.C. APPLIED C d C UPLIFT: 24.17 psf AT 90/117 mph FOR 120/155 mph WIND: 18 it O.C. 42.41 psf AT 120/155 mph •5 psi RAIN ON SNOW SURCHARGE APPLIED. MEMBER INFORMATION: . SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6DL+ 0.6DL+ 0.6DL+ 0.6DL+ 1-8 2x8SPFS2 DEAD 20 psf 30psf 40psf 90/117 mph 120/155 mph 90/117 mph 120/155 mph 9-128.15-18 2x6SPF 92 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13 d 14 2 x 4 SPF#2 EXTERIOR WALL 435 932 983 1108 -89 -186 -174 -502 19-22 2 x4 SPF 92 MATING WALL 83 201 207 224 0 -8 -10 -55 23 2x6SPF e2 MAXIMUM INTERACTION&DEFLECTION: NOTES'1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-10,117&155 mph(Vu0)•90&120 mph(Vasil),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-10,20.30840psf GSL,Ct.1.1,Ce a 1.0 CSI (n) I/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.684 0.334 518 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.767 0.399 502 _ TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.133 0.00 ^^' - PiY.e APPROv(p V PPS CORPORATION ENGINEERING,ENGEERG,P.C. on, TI 6512 six FORKS RD,SUITE15 8 120151501J]Q015TRUSSES20.'fO�PFOLONGITR]-2]6 RALEIGH.NC V P81! SECTION 6/pp.32 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS COMPONENT LOAD SUMMARY 'CROSS SECTION IS FOR REFERENCE ONLY PF APPROVED AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD• 12 psf x 10 II • 120 p8 DATE 7/22/15 MnnNGWALL DEAD LOAD- 8 psf x 10 ft • 80 p8 PFS CORPORATION FLOOR DEAD LOAD 10 psf x 13.75 ft/2• 88.75 p8 FLOOR LIVE LOAD• 40 psf x 13.75 ft/2• 275 p8 '� `` Bloomsburg, PA CEILING DEAD LOAD• 5 psf x 13.75 IV- 34.38 p8 W LOCATION 1•EXT.WALL HEADER 8 EXT.WALL STUD LOCATION 2•M.WALL HEADER B M.WALL STUD 0 0 LOCATION 3•PERIMETER BAND LOCATION 4•CENTER GIRDER LOCATION 5•EXT.WALL HEADER 8 EXT.WALL STUD o u o © LOCATION 6•M.WALL HEADER 8 M.WALL STUD �t:� LOCATION 7•PERIMETER BAND © O Q LOCATION 8•CENTER GIRDER LOCATION 9•EXT.WALL HEADER 8 EXT.WALL STUD LOCATION 10•M.WALL HEADER 8 M.WALL STUD LOCATION II•PERIMETER BAND 0 0 0 d rSMNPIIIIIMIIMIZI LOCATION 12•CENTER GIRDER r.11•1111•111•1St LOCATIONS 3,4,7,8,11812 MAY BE USED TO GENERATE 0 ® 0 Q FOUNDATION LOADS TRUSS TR7-27-6.7/12 PITCH 2T-IM WIDTH COMPONENT LOADS Bbsff0 �t Tei 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 22 r 4 4 7 8 7 [ 1 12 DEAD LOAD 326 31 511 5 180 549 211 4 738 363 ,. 772 39797 966 1 54-4 8 LIVE LOAD 373 120 848 395 848 395 923 670 923 670 1198 945 - TOTAL LOAD 699 151 1163 575 1197 609 1861 1033 1695 1067 2159 1491 30 psf GROUND SNOW LOCATION 1 1 2 3 4 5 8 78 J 9 10 l 11 12 DEAD LOAD 326 31 515 180 - 549 214 738 363 772 397 981 546 LIVE LOAD 412 125 687 400 887 400 962 675 962 675 1237 950 TOTAL LOAD 738 156 1202 580 1236 814 1700 1038 1734 1072 2198 1496 40 psf GROUND SNOW LOCATION 1 1 2 7 3 1 4 r 5 1 8 7 1 8 1 9 J 10 J 11 l 12 DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 505 137 780 412 780 412 1055 687 1055 687 1330 982 TOTAL LOAD 831 168 1295 592 1329 828 1793 1050 1827 1084 2291 1508 C 8 C UPLIFT LOCATION 1 2 3 4 5 6 i 7 8 i 9 10 11 12 UPLIFT(0.6)DEAD LOAD 196 19 309 108 329 128 443 218 463 238 577 328 90/117 mph UPLIFT -131 -4 - - - - - - - - - - 120/155 mph UPLIFT -377 -21 -68 - -48 - - - - - - - BMLOW ENGINEERING,P.C. 5512 SIX FORKS RD.,SUITE 203-8 P12015115013112015 TRUSSES120JWOFOLDNGITRT-274 RALEIGH.NC 27015 SECTION 8/pp.40 • • NOTES: 1.LOADS ARE INFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd).1,8 l REPETIME FACTOR(Cr)•1.0. 7.SINGLE MEMBER LW'S GREATER THAN IC DEEP ARE NOT TO BE 2 SEEINSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ME TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UNITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION REOURED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION OR SHEAR. MO SUPPORT STUDS. . 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS • - BASED ON I/240 DEFLECTION BASED ONI/360 DEFLECTION BASED ONI/480DEFLECTION BASED ON IT MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTI MAXIMUM UNITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MEMBER LOAD(S6 QUANTITY d/b SPAN BY LENGTH On) On) SPANBY LENGTH On) (In) SPAN BY LENGTH On) 9n) SPAN BY LENGTH On) On) 2112 SPE 92 200 1 75 9•-8" Lb 1512 0153 9'-8" i._ LO 1.512 0.153 9'-8" LD 1512 .153 9•-8" Lb 1.512 0153 2 38 13'-S Lb 1.073 0,304 13'-5" ID 1.073 0304 13'-Y Lb 1073 .304 13'-5' _ Lb 1.073 0304 3 25 16'-5' Lb 0.1179 0452 - 16•-Y Lb 0679 0452 15'-11 Le 0851 .399 16'-S lD 0879 0452 _ 4 19 18•-11', Lb 0.763 0599 18'-1r Lb 0763 0599 17'-6" LC 0706 430 18'-1' Ld 0729 05 _ 2x12SYP112 200 t 75 9'-1' Lb 1088 0126 9'-1- Lb 1088 0120 9'-P Lb 1088 .128 9'-1- LD 1066 0128 2 38 12'-10' Lb 0.772 0253 12'-177 Lb 0772 0253 12'-10' Lb 0772 253 12•-177 lb 0.772 0253 3 25 15•-8" Lb 0633 0.377 15•-8" Lb 0633 0377 15'-8" Lb 0633 .377 15'-8• lb 0033 0377 4 19 18.7 Lb 055 0499 _ 18'-Y Lb 0.55 0499 17'-P Le 0533 .438 18--I- lb 055 0499 2112HEMFIR42 200 1 75 0'-5' lD 1.564 0.155 9'-5- Lb 1564 0155 9'-P Lb 156 _ .155 9'-P LO 1'564 0.155 2 38 13'-Y Lb 1109 0309 13-3' Lb 1109 0309 13'-r Lb 1109 .309 13'-Y Lb 1109 0309 3 25 la'-2- Lb r 0909 046 18•-2- Lb 0909 046 15'-8" Ld 0872 .389 16'-2- Lb 0909 046 2ND FLR MW CLG 19 18•-P Lb 0769 0609 _ 18•-P lb 0789 0609 17'-1' La 0.723 428 17'-P Ld 0.751 05 _ 25126 t - 75 12'-t1' Lb 1.537 0.398 12•-11• lb 1537 0398 12'-1- Ld 1435 302 12•-1T Lb 1537 0398 30 Y W 09 0.9 ' 18'-8" Ld 0999 , 0558 15•-T W 0908 .34 d' d 092 OS _ BEAM 2 3 25 21'-IT La 08]8 1095 19'-1' LD 0765 0638 1]'-C Ld 0695 438 18'-0' Ld 072 05 1.5x1125LVL I 4 19 24'-P le 0.72613W 21•-P U 0634 07 19'-1' La 0576 _ IT 19'-Y LA 0.563 05 - -.,0 1 75 15'-P Le 1.204 0.169 13'-P Ld 1052 0859 12'-8" Ld 0956 .313 14'-p Ld 1975 05 2 38 19'-9' Ld 0.763 0991 17'-3" Le 06666 0577 15'-8" Ld 0605 .393 16'-8" Ld 0643 05 3 25 22'-T Ld 0585 1.132 19'-r Le 0511 0659 17'-I? Ld 0484 .449 18'-5' Ld 0.477 05 _ 4 19 24•-177 Id _ 0405 1242 21'-6- Ld 0424 0723 19'-8- Ld 0385 .493 19'-9' Ld 0387 05 1.5x12LVL 200 1 a 16'-P W 1.265 0841 14'-8" Ld 1.123 049 13'-4' 1.d 1.02 .304 A'-9' LA 1.128 05 ' 2 4 21'-P le 0.814 LOS] 111'-5' ld 0.711 0615 16'-9' Le 0048 .419 17'-6- Ld 0.675 05 3 z.7 24 -r La 0,625 1206 21'-p Ld 0546 0703 19'-? Le 0496 _ .479 19•-P Ld 0501 05 4 2 26•-5- Le 0518 1324 _ 23+P Le 0453 0771 _ 21•-P Ld 0412 .525 20•-P La 0400 05 • 1.5v14LVL 200 1 93 19•-r La 1501 0eat 17'-r Ld 1311 0571 15•.8" Ld 1.191 389 10•-8" Ld 1268 05 2 4.7 24'-T Ld 0.951 1232 21.-P Le 0831 0.717 19'-P Ld 0755 489 19•-T Le 0.759 05 3 31 26'-1- lA 0.731 1.400 24'-P Ld 0638 0819 22'-3- Ld 058 558 21'-0- Ld 0564 05 _ 4 23 30'-10' W 0607 1542 26'-177 Le 053 0898 24'-Y Ld 0482 812 23'-7 Ld 0458 05 _ 15i16LVL 200 1 107 n'-4' Le 1.717 112 19'-8" La 15 0653 17'-P Ld 1363 445 18'-3" Le 1403 05 2 53 28'-1' Ld 1089 1.406 24'-8" Le 0952 0819 22'-r Ld 0865 558 21•-8' Le 0641 05 _ 3 36 32•-P Ld 0.837 1.604 28•-T Ld 0.732 _ 0934 25'-S Ld 0605 637 23'-I1- Ld 0.626 05 4 27 35'-7 Le 0596 1759 30 -8" U 0608 1025 27•-11- Ld 0553 698 25'-0- W 0508 05 - 1.5n18LVL 200 1 12 25'-Y 1.d 1933 126 22'-0' U 16889 0734 19'-11- Ld 1534 05 19•-11• le 1.534 0.5 2 6 31'-T Ld 1220 1.581 27.-r Le Ion 0921 25'-r le 0975 627 23'-8" Ld 0.921 05 3 4 36 -P ld 0945 1802 31'-5' Le 0.025 _ 105 28'-r Le 075 715 26'-1' Le 0686 05 _ 4 3 39'-P ld 0786 1976 34'-8" U 0687 1.151 31'-C Ld 0624 784 28'-p / Le 0.558 05 1.5820 LVL 200 1 133 27'-IT Ld 215 1.399 24,5" Le 1878 _ 0815 22'-2' Ld 1.706 555 21'-7 La 1682 0.5 2 87 35'-1- Ld 1.367 1.755 30'-T Le 1194 1022 27'-1p Ld 1085 690 25'-T Ld 0999 3 44 39'-11- Ld 1052 2 34'-11' ld 0.919 1.165 _ 31'-r Ld 0.835 .794 26'-Y Ltl 0.744 05 _ 4 33 43'-P Ld 0877 2.191 38'-Y Id 0760 1278 34•-P Ld 06996 67 30•-3• Le 0808 05 ' 1.5x22LVL 200 1 14.7 30'-9' Ld 2.39] 1538 26'-10 Le 2060 0895 24'-5' Ld 1,879 811 23'-Y Ld 1787 05 _ 2 73 38'-6' Ld 1.506 1929 33'-r Ld 1.318 _ 1123 - 30'-T Ld 1195 765 27•-8" Ld 1075 05 _ 3 40 43'-11' Ld 1.161 2191 38.3- Id 1014 1279 34'-1p Ld 0921 6]2 30'-4- 1.d 0002 05 4 37 48'-P Ld 0968 2406 42'-P Ld 0045 1401 38'-T r ld 0,788 955 32'-5' Ld 0653 05 1.5824 LVL 200 1 16 33'-O_ Ld 2505 1677 T 29'-3' Id 2258 0977 26'-T 7 Lel2.051 sea 24•-9" Le 191 05 2 8 42,11' .. 1640 2102 38'-8" Le 1430 1224 33'3- i Ld 1.306 .634 211'-4• W 115 05 - 3 53 47 177- La 127 2.393 41'-P Ld 1.109 1.394 37•-I? Ld 1008 95 32'-4' Le 0858 05 AE/19,..... 4 4 52'-4' La 1059 262 45'-P La 0925 1526 41'-r Le 0841 04 31•-r La 07 0.5 An 37117 Pig CORPORATION . ...... ..... ,,,,...A. SECTION 16/pp.14 Nom 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd).1.08 REPEIRNE FACTOR(Cr)•IA. 7.SINGLE MEMBER LVL'S GREATER THAN 14-DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 6 MULTIPLE PULES ARE TO BE FASTENED PER MANFAC112RER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UNITED BY TIE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION,OR SHEAR ANO SUPPORT STUDS. 6.MID-SPAN SPICING IS NOTALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON I/240 DEFLECTION BASED ON I/3600EFLECTION BASED ON I/460 DEFLECTION BASED ON I?MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pM OUANTR7 d lb SPAN BY LENGTH On) HM/ SPAN BY LENGTH(m) IMI SPAN BY LENGTH 6O) On) SPAN BY LENGTH(m) 001 214SPF62 850 23 1'-6' Lv A 0021 1'-r Le .13 I 0.021 t'-6 Lv 113 0021 1'-8• Lv .13 0.021 12 2-8" Lb 637 0051 2'-r lD 837 0051 2'-r lD 0837 0051 2-6" Lb 837 0051 08 J'-r _ Lb 684 0076 3'-r Lb 664 ' 0078 3'-r Lb 0884 0070 J'-r LD 684 0078 08 3'-r Lb 592 0101 3'-r lb 592 0101 3•-C LO 0587 0085 3'-17- Lb 592 0101 244SYP12 850 2.3 1'-r Lb 615 0018 1'-T lD 815 0018 1'-T Lb 0815 0016 1•-r Lb 815 0018 12 2•-3' Lb 577 0036 2•-3' Le 577 0036 2'-3- Lb 0577 0036 2.4• Lb 577 0038 08 2-2 Lb 471 0053 2•-9• lD 471 0053 2'-9' Lb 0471 0053 2•-r lb 471 0053 08 3'-r Lb 406 0071 3•-2 Lb 408 0.071 3•-r Lb 0406 0073 J'-r lb 400 0071 2.4 HEMFIR42 850 23 ,'-6• LD 225 0026 1'-8' Lb 225 0.026 1'- e• Lb ,m 0 02 1•-r Lb 225 0026 _ 12 2•-s• Le 886 0053 r-5• LD 688 0051 2 -r Lb 08668 0051 z•-5- Lb - 368 0.051 08 3+0-_ Lb 707 0047 r-0• Le 707 0077 J•-0• Le 0703 0075 3'-12 Lb 707 0.077 08 T-S- LD 613 0103 3 -5• Lb 813 0.103 3'-? IA 0581 0083 3'-r Lb 613 0.103 2 x 4 SP SELECT SIR 850 2.3 2'-r Lv 015 0033 2'-0- Lr 015 0033 2-0- Lv 1.015 0.033 2'-0- Lv .015 0033 I 12 a•-s• Lr 669 0143 1'•Y LO 081 0.106 2-11- Ld 0736 0 07 3'-5' Lv 649 0 14 2ND FLR EXT U6 708 0.211 3'-r La 618 0121 ]'_4• W 0.562 BON 5'-r Lb NS 6426 OB SN 0 23 .'-r L6 51 0135 0.464 0093 s'-T LO .707 05 WALL HDR 2.3 2•-r lD 862 O.OM 2•-r L6 855 0068 2'-4' LA 0.776006 2'-r Lb 662 0091 L2 3'-r Lb 809 0.162 -3'-r L8 _ 539 0111 r-r L6 0.489 - 0078 r-r Lb 609 0162 08 4•-4• Le 473 0219 r-9• Ln 411 0x27 3 -s• La 0.374 0007 4 -T Le .496 0.274 `��` """ 06 4'-r Le ]69 0241 4•-r Ln 34 014 3-r L8 0.309 0098 s•-r lD 431 0]85 218 SPF 2 �Q50 37 z•-r Lb 732 003 2'-2 Lb 732 0.03 z•-r Lb - 9,732 003 2'-r Lb .732 003 ` 1.9 J'-r _ Le 225 0.06 3'-r Lb 225 006 3•-r Lb 1225 006 008 �L 1.2 - 4'-5- Lb 001 009 4•-5• Lb 001 009 4•-5• Lb 1.001 009 4'-5• lb 001 009 0.9 5'-r Lb 667 0.119 S'-r Lb 667 0119 5•-r Lb 0667 0119 _ 5'-r Lb .667 0319 2x6SYPr2 350 3.7 2'-5• W .222 0023 2'-5• lD 222 0023 2'-S• lb 1222 0023 2'-r tb 222 0023 1.8 3'-r lD 864 0.048 3'-5• LB 864 0003 3'-r Lb 0.064 0048 3'-5• Lb 664 0046 12 4'-r lD .706 0069 _ L6 706 0069 4'-r Lb 0.706 0069 4'-r Lb .706 0069 09 4'-1r Lb 612 0.092 4'-10 Lb 612 0092 4'-10- Lb 0612 0092 4'-1r Lb 612 0092 2 x6HEMFIR62 650 3.7 2'-r Lb .782 003 2'-r lD 792 003 2'-r - Lb 1.792 003 2 -r Lb .792 003 1.6 3'-T Lb .367 0061 J'-T Lb 267 r 0061 3'-T Lb 1267 0061 3'-r Lb 267 0001 12 4'-5• Lb .035 0091 4'-S LO 035 0091 4'-5- Lb 1.035 0091 4'-5- Lb 035 0091 0.9 s'-1• lD 897 0121 S'-1- Lb 897 0121 5'-1• Le 0897 0121 5'-1• lb 697 0121 2x6 SP SELECT STR. 850 3.7 3'-r Lv 596 0052 3'-r Lv .596 0052 3'-T Lv 1.598 0052 3'-2• Lv 596 0052 1.8 5'-S Lv .M6 0224 5'-r Id _ 273 0169 4'-T LC 1.158 0115 5'-r Lr 668 0224 12 6'-r W 112 0332 5•-r W 972 0103 5'-r Le 0683 0.132 6'-11' Lb .166 0401 0.9 7'-3• LJ 919 0365 6'-4• LE 803 0213 5'-r lA 0729 0145 7'-1r LU .BN 05 15x5.3LVL 850 3.7 4'-1 Lb 334 0135 4'-1 Lb 334 0135 3'-r LJ 122 0.095 ♦' 1• Lb 334 0135 1.8 5'-10* Lb 944 027 5'-T W 847 0175 4'-r W 0769 0119 5'-,r Lb 944 027 12 6'-10' Ld .74 0.3446•-r Le 647 02 5'-s• La 0567 0.130 7•-,• Lb .771 0405 09 7•-r - La 811 0378 6'-T lI 534 022 6'-r W 0.485 0.15 6'-1• LB 655 0.5 ig:,--APPROVED D.1L 6'147 PPS CCIPpunpn • SECTION 16/pp.51 • 1.LOADS ME UMFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(CB)•1.0&REPETITIVE FACTOR(Cr)•1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14'DEEP ME NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. S.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ME LIMITED BY THE MgX98A4 SPAN DUE TO O.DESIGNER TO ACCOUNT FOR DEFLECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION.OR SHEAR AND SUPPORT STUDS. 0.MIDSPAN SPUCING IS NOT ALLOWED. UNIFORMLY LOADED BEAM - SPAN CALCULATIONS - BASED ONI/240 DEFLECTION BASED ON I/380 DEFLECTION BASED CR I/040 DEFlECTICN BASED ON 12 MAIL DEFLECTION MAXIMUM,MIRED BEARING DEFLECTION MAJJMUM LIITED BEARING DEFLECTION MUM AXIMUMTTED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(IOD OUANNTY d lb SPAN BY LENGTH 99) (In) SPAN BY LENGTH(In) On) SPAN BY LENGTH(1n) (n) SPAN BY LENGTH(in) (m) 2x85PF1/2 850 48 3'-T I Lb 2194 0034 3'-r Lb 2194 _ 0.034 3'-T lD 2194 0034 3•-3• Lb 2194 0.034 2.4 4'-r _ Lb 1552 0067 4•-r Lb 1552 0087 4'-r Lb 1.552 0061 4'-71 Lb 1552 0067 15 5'-6• ' Lb 1288 01 5•-r lD 1288 01 5•-r Lb 1,250 0.1 5•-r lD 1260 0.1 12 61-8• Lb 1099 0.134 e•-e• Lb 1.099 0.134 8•-6• Lb 1099 0.134 e'-8' Lb 1.099 0.134 2x 8 SYP92 850 45 3'-1• Lb ' 1549 0026 3'-1• lD 1519 0.028 31-1• Lb 1549 0028 3'-1• Lb 1549 0026 - 24 4•-r Lb 1096 0052 4•-4• Lb 1.098 0052 r-r Lb ' 1.098 0.052 4'-r Lb 1.098 0.052 1.0 5'-r Lb 0.890 0078 5'-4• lb 0.890 0.076 5•-1• Lb 0.59e 0.078 5'-4• Lb 0.896 0.078 12 5'-1• Lb 0.778 0104 0••1• Lb 0778 0.104 0'-r Lb 0770 0.104 0'-1• Lb 0.778 0.104 2.8 HEMFIR92 050 - 48 3•-r Lb _ 2.269 0034 3•-r • Lb 2269 _ 0034 3'-r lD 2269 0.034 3'-7 Lb 2269 0034 24 4•-r Lb 1.605 0068 4'-e• Lb 1604 0.086 4•-6• Lb 1605 0085 4-6• tb 1.805 0.068 2ND FLR EXT 15 5•-r lD 1.312 0.102 5•-r LD 1.312 0.102 5•-r Lb 1.312 0.102 5•-r Lb 1.312 0.102 z.es WALL HDR 12 e•-5• Le 1.136 0138 6•-5• lb 1138 0.136 8•-5• lD 4138 0.136 e•-5• Lb 1.135 0.136 4.8 41-2* Lv 2.104 0.069 41-2" Lv 2.104 0069 4•-r Lv 2104 0099 4'-r Lv 2.104 0069 LA z1 - 61-771• Lb 1.743 0 25 e•-e• Id 1079 0223 0•-0• La 1525 0152 8•-tr Lb Ito 0259 1.8 0'-5• W 1.121 0266 1282 0255 8•-1r W 1104 Otq 1.424 0.388 12 9'-T ld 1212 0482 lass ole 7'-T W 0882 0.191 B'-r W 1223 05 15.725LVL0 48 5•-1• LD 1.744 0.172 5•-r lb 1.744 - 0.172 4•-Ir Id 1009 0.125 5•-r Lb 1244 0 172 _X z1 r-r Lb 1,234 0344 81-11• _ Le 179 0231 e•-3• lC 1015 0.157 7•-r Lb 5434 0.344 t6 91.01 LB 0.9760453 r-I? LB 0053 0294 r-r Le ons 0.18 a+3• LB 1,001 05 12 9'-11• LB 0.806 0.499 0•-8• LB 0.705 029 7•-10• Id 064 o196 9'-1r Ld 0807 05 20 10 SPF 82 850 62 4'-0• lD 2,601 0.038 4•-0" Lb 2881 0049 4•-0- Lb 2681 0038 4'-0 Lb 2.681 0026 3.1 5'-e• _ ID 1.097 0072 5'-S _ Lb 1897 0072 5'-Y lD1097 0.072 S-C Lb 1897 0072 2.1 •-11' Lb 1.55 0.108 6•-1t• Lb 155 0108 8•-11• Lb -_ 1 0105 1U-11'-It• Lb 155 0100 - 6 9 15 8•-P Lb 1.343 0143 0•-0• Lb 1343 0143 B'-0• LD 1343 0143 8'-B0 Lb 1.343 0143 281055PR 850 62 3•-r Lb 1.839 0025 3'-r lD 1839 0.025 31-7" Lb 1839 0025 3.-7" Lb 1039 0.025 3.1 51-7 Lb 1.301 005 5•-r lD 1301 005 5•-r Lb 1301 005 5•-r Le 1301 0.05 2.1 0.4• Lb 1.053 0.074 0'-r lb 1063 0074 8'-r Lb 1063 0074 e•-r Lb 1.063 0.074 15 7'-T lb 0.921 0096 7'-r Lb 0921 0099 7•-3- Lb 0921 0099 7•-r Lb 0.921 0099 21 10HEMFIRI2 850 62 31-11• Lb 2.773 0.037 31-11• Lb 2.773 0037 3'-1r Lb 2.773 0037 3'-It• Lb 2.773 0037 3.1 5•-r Lb 1.962 0073 5'-r Lb 1.962 0073 51-7" Lb 1962 0073 5•-7- Lb 1.962 0073 2.1 5•-1P Lb _ 1603 0109 8•-10" Lb 1.803 0109 8'-1? Lb 1.603 0109 8'-10" Lb 1.603 0109 1.5 7•-1P Lb _ 1389 0.148 7'-10• Lb 1389 0148 7'-10• Lb 1389 0.14e 7'-1p Lb 1389 0.148 2.10 SP SELECTSTR 050 6.2 5•-r Lv 2684 0058 5••r Lv 2684 0088 5'-r Lv 2634 00M 5'-r Lv 2684 0088 3.1 7•-10" Lb 1.988 0.211 7•-10• Lb 1988 0211 7'-r W 1945 0194 7'-10 Lb 1980 0211 2.1 9'-r Lb 1.624 0.316 9'-r Lb 1024 0316 6•-10 Id 1.488 0222 9'-C Lb 1824 0310 1.5 11'-r Lb 1.406 0421 10'-0" : Ld 1.351 0355 9'-9• Id 1225 0244 11'-2• Lb 1408 0.421 13z925LVL 850 62 0•-16 Lb 2207 0213 8'-10" Lb 2207 0213 5'-r LB 2053 0159 51-10 Lb 2207 0.213 3.1 9•-r Lb 1562 0424 8'-0 I Id 1425 0294 81-6 LB 1295 0.2 9•-6 lb 1562 0.424 2.1 11'-C ' Ld ' 1,248 0578 10'-1• I Id 1059 0337 9•-r LB 0969 0229 11•-Y Id 1202 0.5 1.5 12'-r . ILI ' 103 0838 11•-1• Id 0-9 037 10'-I• L4 0017 0252 11•-1r LB 097 0.5 PfS APPROvco vVN yrs C ....AnOn mum SECTION 16/pp.52 UNIFORMLY LOADED STACKED BEAM CHARTS NOTES: - 1.LOADS ARE UNIFORM ALONG BE//A LENGTH. 4.DURATION FACTOR(Cd)•1.06 REPETITIVE FACTOR(Cr)•1.0. 7.SINGLE MEMBER LIARS GREATER TNN IC DEEP ARE NOT TO BE 1.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTMER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UNITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ME FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION,OR SHEAR AND SUPPORT STIRS. 8.MID-SPAN SPUCING IS NOT ALLOYED. UNIFORMLY LOADED STACKED BEAM 2 x 10 SPF#2 UPPER MEMBER SPAN CALCULATIONS OF SAME QUANTITY AS LOWER MEMBER - BASED ONI/240 DEFLECTION BASED ON I/360 DEFLECTION BASED ON I/480 DEFLECTION BASED ON I?MAX.DEFLECTION LOWER MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD 04 QUANTITY d/8 SPAN BY LENGTH(1n) 611) SPAN BY LENGTH 6n) 911) SPAN BY LENGTH 6n) on) SPAN BY LENGTH(n) 6n) 211 SPFS2 ` 450 48 7'-1- 1.174.0W 3?88 0.129 7'-1' Lb-LOW 3788 .129 7'-1' LOW 3 M 0129 7•-1' Lb-LOW 3766 0129 24 10'-0' Lb-LOW 5351 0256 10'-0- Lb-LOW 5351 i .258 9'-11' La-LOW 5319 025 10'-P L6iOW 5351 0258 16 12'-r Lb-LOW 6551 0383 12'-r LOLOW 6551 IL .383 11'-C I6LOW 6067 0285 12'-0' LULOW 6551 0183 12 14-T LDLOW 7.562 0509 13'-C LaLOW 7372 46 12'-C LdLOW 6899 0313 14'-P 104OW 7529 05 2x63YP12 450 48 8'-11- Lb-LOW 2779 0118 8'-11' Lb-LOW 2.779 116 6'-1? Lb-LOW 2 779 0116 6'-1? LELOW 2.779 0118 24 9'-9' Lb-LOW 3928 0231 9•-C Lb-LOW 3026 231 9'-C Lb-LOW 3.928 0231 9'-C Lb-LOW 3926 0231 19 11•-11' LOLOW 4805 0345 11'-11' LOLOW 4805 345 11'-C L640W 4579 0285 11'-11' Lb-LOW 4.605 0345 _ 1.2 13•-9' Lb-LOW 5543 0458 13'-C Lb-LOW 5543 458 12'-6' Ld-LOW 5039 0313 13'-C LOLOW 5.543 0/56 2a 1HEM-FIR 02 450 4.8 8'-177 U3LOW 3817 0112 6'-177 Lb-LOW 3.917 112 8'-177 LbLOW 3.817 0112 6'-177 Lb-LOW 3117 0112 24 9•-T LOLOW5.393 0223 9'-T Lb-LOW 5393 223 9•-T Lb-LOW 5.393 0223 9'-T LRLOW 5393 0223 16 11'-C Lb-LOW - 66 0333 11'-C Lb-LOW 68 333 11'-3' L6-LOW 6333 0283 11'-C Lb-LOW 66 0333 1.2 13'-C Lb-LOW 7615 0443 13'-C Lb-LOW 7.815 443 12'-5' Ld-LOW 697 0311 13'-8' Lb-LOW 7615 0443 27.6 SP SELECT STN. 450 48 8'-r LOUD 3299 0212 8'-T LDUP 3.299 212 8'-2" L6LOW 3.273 0205 8'-r LOUP 3299 0212 24 11•-C ULOW 4873 0.425 11•-r LOLOW 4.538 378 10•-r 144.OW 4.124 0257 11'-8' Lb-LOW 4673 0425 16 14-3- lb-LOW 572/ 0638 12'-M Id-LOW 5196 432 11'-T Id-LOW 472 0294 13'-5' LO-LOW 5.389 05 _ 12 16'-3- LOLOW 6549 0815 14-r LaLOW 572 475 12'-11' Ld40W 5196 - 0.323 14'-5' L6-OW 5795 ,, 05 1.5[725 LVL 450 46 9'-r Lb-UP 2372 0318 9'-1" LeLOW 2.345 304 8'-r Id-LOW 2131 0.207 9'-2 Lb-UP 2372 0318 24 '13'-P Lb-LOW 3381 064 11'-5' L6LOW 2.956 383 10'-6 L61OW 2685 0.261 12.4- 16.0W 318 05 16 15'-P L6LOW 3875 0751 13'-1' IdLOW 3385 437 11'-177 ISLOW 3076 0298 13-C LeLOW 35 05 12 16'-S. LdLOW /267 0825 14-4' L6LOW 3 727 46 13'-1' L6LOW 3386 0327 14'-C LdLOW 3765 05 2xIOSPF2 450 _ 62 7'-C Lb-LOW 4148 0.136 7'-C l6LOW 4146 1367'-C Lb-LOW 4146 0.136 7'-C Lb-LOW 4146 0138 ' - 31 10'-M Lb-LOW 5861 0271 10'-11' LULOW 5051 .271 `10'-ll' Lb-LOW 5881 0.271 10'-M Lb-LOW 5881 0271 21 13'-C Lb-LOW 7179 0404 13'-5' Lb-LOW 7179 404 12•-r IdLOW 6746 0318 13'-5- l4LOW 7.179 0404 15 15'-5' Lb-LOW 6289 0536 is'-r LeL0W 8184 509 13'-177 I LOW 7435 0.347 15•-2' LdLOW 6146 05 2810SYP92 450 1ST FLR CLG/2ND 2982 0114 7--5- Lb-LOW 2982 114 7'-5' Lb-LOW _ 2982 0.114 7'-P Lb-LOW 2962 0114 4216 0226 10'-C l6LOW 4216 228 10•-C Lb-LOW 4216 0.228 10•-C 1.1LOW 4216 0226 FLR FLR MW 5183 0337 , 12'-C LOLOW 5.183 .337 12•-T Id-LOW 508 0315 12•-C Lb-LOW 5.183 0337 BEAM 5959 0446 14-9' Lb-LOW 5959 446 13'-1P LdLOW 6595 0348 14•-9' Lb-LOW - 5959 0446 2710 HEM-FIR 2 IR450 4.22 0125 7•-P IeLOW /22 125 7•-9- LbLOW /22 0125 T-C lBLOW 422 0125 41LRLUW 5986 0249 10•-T LOLT OW 5968 249 10•- Lb-LOW 5968 0249 10'-T Lb-LOW 5968 0249 3 21 1.1410W 7308 _ 0371 13'-P 101.0W 7.305 371 12'-5' LdLOW 6995 0312 13'-P Lb-LOW 7306 0371 4 1.5 15'- LULOW 8437 042 15'-0' LISLOW 8437 .492 13'-8' L4LOW 7705 0.343 15'-P lb-LOW 5437 0492 - 2 x10 SP SELECT STR. 450 1 82 9'-I' 362 0225 9'-r Lb-UP 3882 228 9'-l' LDUP 362 _ 0226 9'-P Lb-UP 3662 0226 2 31 12'-177 5189 0455 12'-C LeLOW 5101 424 II,IT L6LOW 463/ 0.289 12'-IT lb-UP 5189 0455 3 11 15'-C Lb-LOW 359 068 14•-C IdLOW 5844 485 13•-r LA-LOW 531 033 14'-r Id-LOW 5888 05 4 15 18•-T LbLOW 734 0904 15'-11' 16,0W 6437 533 14,W LaLOW 585 0363 15'-6' Id-LOW 6335 05 I-SB 925 LVL 450 1 82 10'-177 Lb-UP 272 423 10'4' LdLOW 2851- 344 9'-P LeLOW 2409 0234 10'-177 Lb-UP 272 0423 2 31 14-10' LdLOW 3626 0 12'-11' L6LOW 3344 433 11'-C L6LOW 3039 0295 13•-5' L6LOW 3,488 05 3 21 10'-I? LdLOW 4.389 0849 .�14-9- L6LOW 3833 494 13'-6 Ld-LOW 3483 0337 14 -177 LaLOW 3644 05 4 15 18•-T L6LOW 4838 0933 16'-r ULLOW 4225 543 14'-P l6LOW 3839 037 15'-11' LeLOW 4138 O5 1;77- 7o1 APP IB0u'Q F 7 MSS...... ON IMAM-STACKED • SECTION 17/pp.29 • • NOTES' 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. L DURATION FACTOR(C66.1.0 S REPETIITVE FACTOR(Cr).1.6. 7.SINGLE MEMBER LKS GREATER THAN 11-DEEP ATE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING S.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY TIE MAXIMUM SPAN DUE TO IL DESIGNER TO ACCOUNT FOR DEFLECTOR.REQUIRED BEARING LENGTH SIDE ARE FASTENEDTOGETER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION.OR SHEAR. AND SUPPORT STUDS. 6 MID-SPAN SAUCING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATORS BASED ON 1/240 DEFLECTION BASED ON I/380 DEFLECTION BASED ON I/X80 DEFLECTION BASED ON 12 MAX.DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM UNITED BEARING DEFLECTION MAXIMUM ULSIED BEARING DEFLECTION MAXIMLM UMRED BEARING DERECTION MEMBER LOAD Iple QUART/TY d lb SPAN BY LENGTH On) (m) SPAN BY LENGTH Bn) Bn) SPAN BY LENGTH(In) An) SPAN BY LENGTH fn) (m) 2r4SPFR 1400 1 25 1•-F Lv 1382 0011 1'-r L. 1.382 0011 1•-r Lv 1382 011 1'4• Lv 1352 0011 2 12 1•-1r Lv 1062 0029 1•-I? Lr 1062 0029 1'-1r Lv 1062 029 l -11• Lr X062 0029 3 05 2•-r lD 0877 0018 2•-P046 Lb 0.877 0048 2•-1• Lb 0877 r-r Lb 0877 0.048 4 0.8 2'-F Lb 0.78 0061 2•-r Lb 076 0061 2•-F Lb 0.70 081 2'-F Lb 0.16 0.081 264 STAR 1 430 1ST FLR EXT 01 OOE I -F W '60" 000''12' 1':P - Lb 074 011 0220 1.-F LE 0]48 000'101' WALL HDR 0504 0032 r-r Lb 0.604 0.032 2•-r lD 0.604 032 2'-r Lb ' 0604 0032 0523 0043 2•-F Lb 0.523 0043 2•-e• Lb 0.523 .043 2•-S Lb 0523 0043 _ 2r41EMFIRR 1400 23 1•-3• Lv 1537 0014 1'- L. 1.537 0014 r-r Lv 1.537 014 1'-r Lv 1537 0014 12 r-Ir Lb 1111 0031 1•-IP Lb 1.111 0031 1•-113 Lb 1.111 031 1'-1r Lb 1.111 0031 08 •-1• Lb 0905 0047 2'-P LD 0.908 0.047 2'-P Lb 0906 047 T-1• Lb 0906 0047 08 2'- Lb 0786 0062 2'-F Lb 0.786 0.062 2•-F Lb 0 760 062 2'-8• Lb 0.786 0082 2.4 SP SELECT STR_ 1400 23 1'-5• Lv 1205 0015 1'-5• Lr 1.205 0015 1'-F Lr 1.205 .015 ,'-S Lr 1205 0015 12 2'-r 0964 0045 2'-r Lr 0984 0045 r-r Lv 0964 046 2•-T L. 0964 0045 0.8 3•-41 Lr 0929 0177 3•-r La 0862 0104 2•-1F La 0763 071 r-r Lr 0929 0.141 0.6 3'-1r Le 0815 0197 3'-5• Le 0312 0115 3•-r W 0646 078 1'-7 b 0929 0334 1.5r3.5LVL 1400 2.3 2•-F Lv 1 5 0048 2'-0- Lv 1065 0043 2'-F Lv 1065 048 2•-F Lv 1065 0048 12 2•-+r Lb 0782 0111 2'-r Ln 0151 0094 2•-F Le 0682 064 2•-tr Lb 0782 0.111 _ 0.8 3•-T Lb 0639 0166 3•-2' Le 0573 0108 2'-1r LI 0521 074 3•-r Lb 0639 0166 0.0 4'-F LI 0542 04 3'-7 LI 0473 0119 3•-r Le 043 081 1•-1• Lb 0553 0222 248SPF112 1400 3.7 1'-1r Lv 2172 00 1'-1r Lv 2.172 0017 1•-Ir Lv 2172 017 _ 1•-1r Lv 2.172 0017 1.8 2'- Lb 1572 0 036 •-1F Lb 1572 0036 2•-1F Lb 1572 036 2•-IF Lb 1572 0.036 12 3'-F Lb 1284 0 05 T-F LD 1284 0054 T-F Lb 1284 054 3'-F Lb 1284 0054 00 1'-F lD 1.112 0072 1•-F Lb 1112 0072 1'-F Lb 1.112 072 /'-F Lb _ 1112 0072 268SYPR 1100 3.7 1'-IF Lb 1588 0014 1•-1F Lb 15580014 1•-1F Lb 1568 014 1'-IF Lb 1568 0.014 18 2'-F Lb 1.109 0.028 2'-r Lb 1109 - 0028 2•-F Lb 1109 028 2'-F Lb 1109 0029 12 3'-3' Lb 0.906 0042 3•-3' Lb 0906 0042 3•-r Lb 0.905 042 3•-0• Lb 0906 0042 09 3•-F Lb 0.785 0.056 3'-91 Lb 07885 0056 3•-9• Lb 0785 056 3•-F Lb 0.785 0056 2 v8HEMFIRR 1400 3.7 ,'-11• Lb 2299 0.018 1'-11• Lb 2299 0018 1'-1r Lb 2.299 018 1'-11• Lb 2299 0.018 18 2•-7 Lb 1.626 0037 2•-F Lb 1626 0037 2•-7 Lb 1626 037 2•-7 Lb 1526 0037 12 3•-5• Lb 1.328 0055 3'-S Lb 1328 0055 3'-S Lb 1328 055 3•-F U 1326 0055 09 r-111 Lb 1.15 0.074 3'-1r Lb 115 0074 r-113 Lb 115 074 3•-111 Lb 115 0.074 2 rO SP SELECT STT. 1400 3.7 2•-r Lv 1.893 0023 2•-r Lv 1893 0023 2•-r Lv 1093 023 2•-r Lv 1 893 0023 18 0•-71 Lv 1.515 0078 l'-r Lv 1515 0076 V-7- Lv 1515 078 3•-r Lv 1.515 0076 12 5•-F Lv 1.388 0.180 1•-1171 LI 1355 0.164 1•-5• Le 1231 112 5•-7 Lv 1.388 0181 09 6•-2* LI 1.211 0.31 5'-1• Le 1119 013 1•-10• LI 1018 .123 8'4• Lb 1296 0325 1585.5 LK 1400 37 3'-r Lv 1674 0075 3'-,• Lv 1674 0075 3'-1• Lv 1874 075 _ 3•-1- L. 1674 0075 16 4 r lD 1211 0164 1•-5' Le 1.18 0148 1•-F Le 1072 101 1•-7 Lb - 1211 0,164 12 5•-r lD 0.989 0248 5•-r Le 080, 0.17 1•-r Le 0819 110 5•-r Le 0969 0248 09 6•-1• Le 0852 0321 5'-r LI 0711 0167 5'-1• Le 0676 127 0•-7 lb 0857 I 0328 rz vBD 608v.-aTL X I,MOX REAR SECTION 16/Pp.72 NOTES: 1.LOADS ARE INFORM ALONG BEAM LENGTH. A DURATION FACTOR(Cd)•1.9 t REPETITIVE FACTOR(Cr)•1.0. 7.SINGLE MEMBER LVLS GREATER THAN IC DEEP ME NOT TO BE . 2.SEE INSTRUCTIONS FOR RECIRED BRACING. E MULTIPLE PUSS ARE TO BE FASTENED PER MANFACIURER/CODE REOUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REOARED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING.DEFLECTION.OR SHEAR AND SUPPORT STUDS. 6.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED 06 1/240 DEFLECTION BASED ON I/380 DEFLECTION BASED ON I/480 DEFLECTION BASED ON I2 MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LAMED BEARING DEFLECTION MAXIMUM URAIIED BEARING DEFLECTION MAXIMW LIMED BEARING DEFLECTION MEMBER LOAD WS)) OUANNTY O/b SPAN BY LENGTH(In) (in) SPAN BY LENGTH(In) fln) SPAN BY LENGTH 9n) 51) SPAN BY LENGTH(In) en) 218SPFR 1400 4.8 2'-C Lb 2815 _ 002 2'-C LO 2815 002 2'-C Lb 2515 002 _ 2'-8• Lb 2515 002 2.4 3'-7 Lb 1991 0041 3'-7 Lb 1991 0041 3'-r Lb 1.991 0041 3'-r Lb 1991 0041 1.6 4'-5• Lb 1828 0061 4'-C Lb 1626 0.061 4'-S lb 1.628 0061 4'.5' Lb 4626 0.061 12 s•-r Lb 1.409 0081 s+r LL 1409 0081 s'-r lb 1.409 0081 s•-r Lb 1409 0081 - 2.9 SYPS2 1403 45 2•-1- Lb 1966 0016 2•-r Lb 1.988 0016 Z'-1- Ln 1.963 0.016 2•-1• Lb 1.968 0016 24 3'-4- Lb 1406 0032 3'-4• Lb 1406 0032 3•-C Ln 1.408 0032 3 -C Lb 1406 0032 16 4'-P Lb 1149 0047 4'-r lD 1.149 0047 Y-1' lb 1.149 0047 4'-r Lb 1149 0047 12 4'-C Lb 0995 0083 4'-6- Lb 0995 0063 4'-C Lb 0995 0063 4'-C lb 0.995 0083 298 HEMFIR42 1400 46 2'-C Lb 2912 0021 2'-C Lb 2912 0021 2'-C lb 2912 0021 2•-8* lb 2.912 0021 2,4 3•-C Lb 206 0.041 3'-C Lb 2.06 0041 3•-C Lb 2.08 0.041 3'-C lb 2.06 0.041 16 C'-1- Lb 1662 0.062 1•-1• Lb 1.682 0062 1'-C _ Lb 1.682 0062 1•-C Lb 1682 0.062 3 298 SP SELECT STIR. 1400 4B ;: 1ST FLR EXT 3._C Lv :9576 0031 3'-C LLvv 2496 001 3•-C Lv 2496 0031 24 '4. WALL HDR 4•-C Lv 1997 01 4'-C Lv 1.997 01 4'-C Lv 1.997 0.1 18 6• 6•-5• La 1766 0216 5'-IC 86 1623 0147 6'-r lb 1.826 0238 12 7•-r Lbset 0314 r-Y IG 1475 0238 6•-C W 134 0182 7•-r lb 1582 0.314 1ss725LV1 1400 48 4•-r Lv 2. 0099 1'-Y Lv 2207 0099 4'-r lv 2.207 0099 4'-1• Lv 2207 0099 24 5•-M Lb 1,5129 A s'-10• I0 1.556 0196 5•-3 14 1414 0133 s•-11 Lb 1562 0209 16 Ta- Lb 1.293 0.313 6•-6• 46 1.188 0.224 8•-I• 14 108 0152 7•-r Lb 1.293 0.313 12 6•-C ID 1.12 0417 7-1- La 0.981 0248 e•-IV .4 0892 0168 8•-s- Ln 112 0.417 29IDSPF 42 1400 02 r-r Lb 3439 0022 3'-r Lb 3.439 0022 r-r Lb 3439 0022 r-r Lb 3439 0.022 31 1•-5• Lb 2433 0044 4'-s• Lb 2433 0.044 4•-s• Lb 2433 0044 4 -s• Lb 2433 0.044 21 s•-s- Lb 1.987 0085 s'-s- Lb 1.987 0065 5'-C Lb 1987 0065 5'-C Lb 1987 0065 15 6'-T Lb 1.722 0087 6'-T Lb 1.722 0087 6'-T Lb 1722 0087 6'-T Le 1722 0087 2n 106YP62 1400 62 2'-IC Lb 2 359 0015 2.-10' Lb 2.359 0015 2•-10'• Lb 2359 0015 2 -10- Lb 2359 0015 31 1'-0- - Lb 1669 003 4'-0- Lb 1.6699 003 4•-C Lb 1869 003 4 -P Lb 1689 003 21 4'-Ir Lb 1383 0045 4'-11' Lb 1383 0045 4'-11• Lb 1383 0045 4•-11- Lb 1363 0045 15 5'-C Lb 1181 006 s'-C Lb 1181 006 5'-8• Lb 1181 008 5'-8' Lb 1.181 008 2610HEMF1R 62 1400 62 3•-1' Lb 3.557 0022 3•-r Lb 3557 0022 3'-1• Lb 3557 0022 3'-1* Lb 3557 0022 3.1 1'-4• Lb 2518 0041 4•-4• Lb 2.518 0044 4'-C Lb 2516 0044 4'-4• Lb 2516 0.044 21 5'-4' lb 2055 0068 s'-1- LO 2.055 0068 5'-4- Lb 2055 0066 5'-4' LD 2055 0.066 Is 6•-1- Lb 1781 0089 6•-1• Lb 1.781 0089 6'-r LD 1781 0089 6'-I• Ln 1.781 0.089 2x 10 SP SELECT SIR. 1400 62 3'-1C Lv 3184 0039 3'-1C Iv 3.184 0039 3'-1C Lv 3184 0039 3'-IC Lv 3154 0039 31 6•-r Lv 2546 0126 6•-r Lv 2.548 0128 6•-r Lv 2548 0128 6•-r Lv 2546 0.128 2.1 7'-C Lb 2083 0192 7'-C Lb 2083 0192 7'-C Ld 2071 0188 7'-C Lb 2083 0.192 I5 6'-C Lb 1.805 0258 6'-8- Lb 1605 0256 6'-Y LO I71 0207 8'-8• Lb 1805 0258 1.59925LVL 1400 62 5'-r Lv 2815 0.126 5•-T Lv 2615 0.126 5•-T Lv 2815 0126 5•-3' Lv 2815 0128 31 7•-C lb 2003 0258 7'-C W 1.988 0249 6•-C W 1805 017 7•-C LD 2003 0.258 2.1 9•-r lb 1638 038/ 6'-C La 1.517 0285 7'-9- Ld 1378 0194 9•-r - lb 1636 0367 1.5 10'-r Lb 1418 0515 9'-1- Le 1253 034 6•-T 4 1138 0214 10'-C Ld 1407 05 APPROVED 1Nre ICI 17 MS CORPORARON Alarm SECTION 16/PP.73 HIGH WIND CALCULATIONS FOR PROFESSIONAL BUILDING SYSTEMS MIDDLEBURG, PA PBS-79720 7/12 PITCH ASCE 7-10, RISK CATEGORY II, Vult 140 MPH, VELOCITY PRESSURE q= 39.75 psf WIND EXPOSURE: C MA :A •W � $ CI F�S , APPROVED NO.49508 DATE 6/26/18 0, -civet- DATE �ONM.t' PFS CORPORATION rtPrTO(4 Bloomsburg, PA 06/19/18 PREPARED BY: BARLOW ENGINEERING. P.C. 6512 SIX FORKS RD, SUITE 203-B RALEIGH, NC 27615 1 180271 INDEX NARRATIVE P3 SECTION 1 P4-10 ASCE 7-10 WIND CALCULATIONS SECTION 2 P10-46 SIIEARWALL CALCULATIONS SECTION 3 P47-49 MARK UP PLANS SECTION 4 P50-51 ALTERNATE CALCULATIONS paj� 1 ,7j tie. 4W on, CI'� CI Il NO.49508 FcFGfSTEP49 44, \SSIGNAL ES' 06/19/18 cri9." APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 2 180271 NARRATIVE 180271 PBS-79720 0198nec2018 27'-6"x460'-0"Two Story(MAIN) 7/12 Wind Speed: 140 MPH Vult Wind Exposure Category C MA AKASH NIKAM 06/15/2018 It is assumed that the house will placed over a basement foundation. The mean roof height(MRH)of the house is adjusted accordingly per drawings provided. Ensure that the foundation is structurally adequate for the shear,uplift and downward point loads imposed at comer connections and similar locations. The structure was analyzed using ASCE 7-10 ultimate design wind speed(Vult)= 140 mph which is equivalent to Basic wind speed(Vmph—nominal design 3 sec.gust mph)= 109 mph. **Vasd=Vult*'1(0.6)--IBC 2012(Equation 16-33). Wind load from adjacent garage building was added to Endwall#2. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 3 180271 SECTION 1 ASCE 7-10 WIND CALCULATIONS �.,S /7Tti CI 11‘ GI 1i- NO.49508 ' r c�+FGiSTE9-"$' \SSraN4l ENG rrier-rf04 06/19/18 APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 4 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DESIGN INPUTS: FIRST FLOOR WIDTH: 27508 NO.OF STORIES: 2 SECOND FLOOR WIDTH: 27.50 ft 1st FLOOR WALL HEIGHT. 8.00 ft THIRD FLOOR WIDTH: 0.00 ft 2nd FLOOR WALL HEIGHT. 8.00 ft FOURTH FLOOR WIDTH: 0.00 ft 3rd FLOOR WALL HEIGHT. 0.00 ft FIRST FLOOR LENGTH: 40.00 ft 4th FLOOR WALL HEIGHT: 0.00 ft SECOND FLOOR LENGTH: 40.008 WIND SPEED: 140 mph THIRD FLOOR LENGTH: 000 ft WIND EXPOSURE CASE: C FOURTH FLOOR LENGTH: 0.00 ft ROOF SPAN(RS) 27.50 ft (WIND BORNE DEBRIS PROTECTION STUD SPACING: 18 In IS REQUIRED FOR TRUSS SPACING: 16 In HURRICANE PRONE REGIONS) ROOF PITCH: 7 /12 ROOF ANGLE(B): 30.28• RAFTER LENGTH(L)• 15.92 ft z• 24008 hr• 8.028 hr/2• 4.018 h• 24.00 ft (IF ROOF SLOPE a 10 DEGREES,USE EAVE HEIGHT) WALL EFFECTIVE WIND AREA•h.•STUD SPACING• 21.33 (EFFECTIVE WIDTH NEED NOT BE LESS THAN 88/3.2688) ROOF EFFECTIVE WIND AREA L•TRUSS SPADING• 84.488' (EFFECTIVE WIDTH NEED NOT BE LESS THAN 15.92813.5.38) MIN WALL&ROOF EFFECTIVE AREA FOR FASTENERS 4 0.17ln (WORST CASE:ro.c.FASTENERS WITH 12'a.c.FRAMING) a•10%OF LEAST HORIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER.BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 ft. (p.54,FIG.6-10,NOTATION 9.a) a: 0.1W•0.1'2758.2758 OR 0.4h•OA'248.9.68 LESSER• 2.75 ft AND NOT LESS THAN ETHER: 0.04W•004.27.58.118 OR 311: a• 38 �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 20345 RALEIGH,NC 27615 5 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DETERMINE WIND LOADS PER ASCE 7.10: PAIN WIND FORCE RESISTING SYSTEM CONSTANTS: WILD VELOCITY(V)c 140 mpll DIRECTIONALITY FACTOR(K•): 0.85 VEL.PRESS.EXP.COEF.(Na): 0.93 VEL.PRESS.EXP.COEF.(K.): 0.93 q,:•.00258 x I(„x Ks x Kd x V'• 39.75 MILT.for TOPO.FACTOR(Xi); 009 q°.•.00258 xKs*KpxKdxV'• 39,75 MULT.for TOPO.FACTOR(K1): 0 MULT.for TOPO.FACTOR(K,): 0 GUST EFFECT FACTOR(0): 0.85 Ks:•(1•K,x Ksx Ks)•• 1 INTERNAL PRESS.COEF.(GCNI): 0.18 -0.18 PER TABLE 6-0,ASCE 7-05,pp 49,'EXTERNAL PRESSURE COEFFICIENTS.Cp WALL PRESSURE COEFICIENTS ROOF PRESSURE COEFICIENTSFOR USE WITH all SURFACE) I Op , USE WITH NORMAL TO RIDGE(WIND FROM SIDFWAI I) WINDWARD WALL ALL 08 qe Cp-WINDWARD WALL -0.27 LEEWARD WALL SIDE -05 qh 0.20 LEEWARD WALL JtNQ -0.4 qh Cp-LEEWARD WALL -0.00 SIDE WALL ALL -0.7 qh PARALLEL TO RIDGE MIND FROM ENDWAI I) Cp•0 TO N2 •1.17 Cp-ha TO •1.17 Cp-h TO 2h -1.17 Cp 211 -1.17 Cp -018 LATERAL LOADS' EXTERNAL PRESSURE COEFFICIENTS: 30.28°ROOF CASE A-WIND FROM SIDE WALL: SDE WALL: GCs,• 0.56 GCs,,• 069 SIDE WALL: GCp• -037 GCS.• -048 LOAD CALCULATIONS(WIND FROM SIDE WALL): P•q GCp-ql(GGpi) gh'((Gcpf)-(Gcp01 15.105 20.2725 29.415 34.5025 EXAMPLE: -21.8625 -26235 -7.5525 •11.925 P•qh GCp•q(GCp') •(39.75 pal*0.85x0.8)-(39.75 x 0.18)•19.9 psi P•qh OCR•q(GCp) •(39.75 psi x 0.85 x 0.8)-(39.75 x-0.18)•34.2 psf WINDWARD P• 19,90 psf WINDWARD P• 34,20 psf LEEWARD P• -2400 psf LEEWARD P• -970 psi crffi APPROVED TOTAL SIDEWALL PRESSURE; ©/ 6/26/18 USE 43.90 psi WIND LOAD DATE PFS CORPORATION CASE B•WIND FROM END WALL: Bloomsburg, PA ENDWALL: GCs,• 0.4 GCsr•• 061 ENDWALL: GC,.• -0.29 GCs4• -0.43 LOAD CALCULATIONS MIND FROM END WALL): P•q GCp-qi(GCpI) EXAMPLE. P•qz GCp•q(GCp) •(39.75 psi 065*0 8)-(39.75 x 0.18)•19.9 psf P•qz GCp-q(GCq) •(39.75 psi s 065*0.8)-(39.75*-0.18)•34.2 psi WINDWARD P• 19.90 psf WINDWARD P• 34,20 psf LEEWARD P• -2070 psf LEEWARD P• -840 psf TOTAL ENDWALL PRESSURE: USE 4060 psi WIND LOAD PREPARED BY: BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 21615 6 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) LATERAL LOADING: MM.FLOOR WIDTH(W)• 27.58 MM.FLOOR LENGTH(L)• 40.00 ft ROOF SPAN(RS)• 27.50 ft ROOF PITCH: 7 /12 ROOF ANGLE(0)• 30.28• MM.WALL HEIGHT(H)• 8.00 ft RIDGE ROOF HEIGHT(Nr). 8.02 ft EDGE ROOF HEIGHT(ne)s 3.5 ft CALCULATE LATERAL PRESSURE AT FLOOR:(PERPENDICULAR TO RIDGE) Wu,• 43.90 per 1199.0 Wu.•H• 43.9ps1•88• wL.• 211 pH(w/0 0 FACTOR) CALCULATE LATERAL PRESSURE AT FLOOR:(PARALLEL TO RIDGE) �FS/. APPROVED wu,- 4050psl DATE 6/26/18 w,e•WuT•H• 408 psr•88• w.• 195 pH(w10.5FACTOR) PFS CORPORATION CALCULATE LATERAL PRESSURES ROOF:(PERPENDICULAR TO RIDGE) Bloomsburg, PA Sin()• 0.503839754 ••Wmex(roof•hrSIN()•w./2• w.ps••46.7 pet•4 03982152424597 8+211 pM/2- (BUT NO LESS THAN: 211 pH/2• 106 pM) (ASCE 7-10 FIGURE 274-1 NOTE 6) wM0•• 219 pH(w/00 FACTOR) CALCULATE LATERAL PRESSURE ROOF:(PARALLEL TO RIDGE) GABLE AREA(A.).RS•Ar/2• AO.27.58.8.028/2• A,• 110.28 TOTAL WIND LOAD(P.)•(AT•A.)•wx P.•(110 28 ES)•psi• P.• 4477 Ns ws.•wr•P./R•WO/2• ws.,w•0477lb,/27.58.195PM/2- wa • 195 pM(wl OA FACTOR) PREPARED BY: BARLOW ENGINEERING.P.C. 5512 SIX FORKS RD.SUITE 2030 RALEIGH,NC 27815 7 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DETERMINE WIND LOADS PER ASCE 7-1D FOR ALL-HEIGHT BUILDINGS: Cf1MPONFMTS AND CJ ADDING• CONSTANTS: WIND VELOCITY(V): 140 mph DIRECTIONALITY FACTOR(Ka: 0.85 VEL.PRESS.EXP.COEF.(K.): 0.93 MULL.for TOPO.FACTOR(K1): 0.09 &•.00256-5 Kea K. KO IVs• 39.75 MOLT.for TOPO.FACTOR(K2): 0.00 q•An 44• 39.75 MOLT.for TOPO FACTOR(K1): 0.00 GUST EFFECT FACTOR(G): 0.85 K0..(14K,xK,xKOa• 1.00 INTERNAL PRESS.COEF.(GC.). 018 -0.18 LATERAL LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: 2 2 2 2 1 SIDE WALL. FIELD: GCp,• -1.00 ��2 2 t •'l1 EDGE: GC.,• -1.16 LOAD CALCULATIONS: 61 P•q,a(GC,-GC•) • 4 6 EXAMPLE: P.•q,a(GC*-GC,,,) •39.75 p91.1(-1-0.18)1.46.91 psf • P.•q,a(GC..-GC,1) •39.75psf'I(-t-4.18)J•-32.Spsf FIELD: P.• 4891 psi FIELD- P.• -3260 psi USE 45.15 psi WIND LOAD FOR FIELD. EDGE P.• -5327 psf USE -31.98 p31 WIND LOAD FOR EDGE EDGE. P9• -38.96 psf **(WI 0.6 FACTOR) UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: • C ROOF: FIELD: Opp'• -0.03 - APPROVED EDGE: GC,s• -1.87 ODOWNWARD: SCA, -1.87DATE 6/26/18 LOAD CALCULATIONS: PFS CORPORATION P.•9. (GC,-GC„) Bloomsburg, PA EXAMPLE: P.•q,I(GC:-GC,,) •39.75 psf•((-0.83-0.18))•40.15 pM • Ps•q,x(GC,.-GC.,) •39.75pd•I(-0.83--0.18)1•-25.84 pal FIELD P„• 4015 psi FIELD: Pun -2584 psi USE 44.09 psi WIND LOAD FOR FIELD. EDGE: P.• 4989 psf USE 49.81 psf WIND LOAD FOR EDGE. EDGE. Pr,• -3538 pal USE 45.89 pet WIND LOAD FOR OVERHANG. OVERHANG P9• 41.49 psf USE 2457 psf DOWNWARD WIND LOAD OVERHANG. Pa• -67.18 psf ^(W/0.6 FACTOR) DOWNWARD: P,.1• 26.64 psf DOWNWARD: P,.e• 4095 psf PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SURE 29345 RALEIGH.NC 27615 8 180271 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-10) DETERMINE WIND LOADS PER ASCE 7-10 FOR ALL-HEIGHT BUILDINGS: •MPONENT-AND ADDING. •R _. ENER- •, I A 'E NO ' - .AN 'IB AR R _ CONSTANTS: WIND VELOCITY M: 140 mph DIRECTIONALITY FACTOR(I(,): 0.85 VEL PRESS EXP.COEF.(KO): 094 MULT.for TOPO.FACTOR(KJ): 009 4:•.00256 tK2 x Ka x KA x VI• 40.10 MOLT.for TOPO.FACTOR(K.): 0.00 q•y,•R,• 40.10 MULT.far TOPO.FACTOR(6): 0.00 GUST EFFECT FACTOR(0). 0.85 Ka:•(1+K,,K,x Ks)s• 1.00 INTERNAL PRESS.COEF.(GC•): 018 -010 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS: = 2 2 SIDE WAIL:)(ZONE 4): GCy• -1.10 2 2 Al EDGE(ZONE 5): GC,•• -1.40 LOAD CALCULATIONS: 6 4 64 6 P•Lb,x(GC.-GC•) EXAMPLE. P••chx(GCy-GCy) •401 psf•[(-1 1.0.18)1.-51.33 pal P.•Qs(GC*-GC,) •401 psf•((-1.1--0.1S)1•-38.9psf • FIELD(ZONE 4). P•• -51.33 psi FIELD(ZONE 4). P•,• -3890 psf USE 3089 psI WIND LOAD FOR FIELD. EDGE(ZONE 5). Pa• -03.38 psi USE 38.02 psi WIND LOAD FOR EDGE. EDGE(ZONE 5) Ps• -48.93 psf "(W/0.8 FACTOR) UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: ROOF:I(ZONE 1). GCy• -1.00 APPROVED EDGE(ZONE 2): GCy• -1.20 CORNER(ZONE3): GCp• -120 6/26/18 CORNER OH(ZONE 3): GC",• -2.00 DATE LOAD CALCULATIONS: PFS CORPORATION Ph•Ia,x(GC,-Geo) Bloomsburg, PA EXAMPLE: P„•R.s(GC.,•GC,,) •40.1 psf•1(-1-0.18)1•-47.32 psi P„•9nx(GCp,•GCy) •40.1 psf•((-1--0.18)1•-32.89 psf FIELD(ZONE 1). P„• 4732 psf FIELD(ZONE 1) P„• -3209 psf USE 28.39 per WIND LOAD FOR FIELD(ZONE 1). EDGE(ZONE 2). Pa• 55.34 psf USE 33.20 psi WIND LOAD FOR EDGE(ZONE 2). EDGE(ZONE 2) Pa• 4091 psf USE 3320 psi WIND LOAD FOR CORNER(ZONE 3). CORNER(ZONE 3) P,• -55.34 psf USE 5245 psf WIND LOAD FOR CORNER OH(ZONE 3) CORNER(ZONE 3) Ps• 4091 psf "(W/06 FACTOR) CORNER OH(ZONE 3): P,s• -87.42 psf CORNER OH(ZONE 3) P,.a• -72.99 psf PREPARED BY: BARLOW ENGINEERING.P.C. 0512 SIX FORKS RD,SUITE 2030 RALEIGH,NC 27815 9 180271 SECTION 2 SHEARWALL CALCULATIONS I NO.CI4950IL8 h y + 1 C Ivcr,' G1STEa3O/ \t4.,, qL EN" FF APPROVED rt rrn' DATE 6/26/18 06/19/18 PFS CORPORATION Bloomsburg, PA 10 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) 1144.140111001°' BUILDING INFORMATION: JOB NUMBER• 180271 PLAN NAME/NUMBER• PBS-79720 FIRST FLOOR WIDTH(W,)• 2758 SECOND FLOOR WIDTH CAW• 2758 FIRST FLOOR LENGTH(L,)• AO 8 SECOND FLOOR LENGTH(L2)• 10 8 ROOF SPAN• 2758 TRUSS SPACING(TOC(• 18 In STUD SPACING(SOC)• 16 M WIND SPEED(YJS)• 140 mph EXPOSURE FACTOR• C SHEARWALL SUMMARY: SHEATHING FASTENING MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECIFIED FOR SHEARWALL SHEATHING FASTENING AND SHEATHING SUCTION FASTENING FIRST FLOOR ENDWALL II:7/18*ORB EXTERIOR(BLOCKED)wl 1/2'GWB INTERIOR FAMILY ROOM?LIVING ROOM END WITH 84 COMMON NAILS SPACED AT C EDGE FIRST FLOOR ENDWALL 02:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR DINING/UTILITY END WITH 8d COMMON NAILS SPACED AT 4"EDGE FIRST FLOOR SIDEWALL 01:7/15 OSB EXTERIOR(BLOCKED)w/Br GWB INTERIOR IOTCHEN SIDE WITH Sd COMMON NAILS SPACED AT r EDGE S' FIRST FLOOR SIDEWALL 02:7/16'OSB EXTERIOR(BLOCKED)w/1/2"GWB INTERIORAPPROVED DINING ROOM/FOYER SIDE WITH 8d COMMON NAILS SPACED AT 6"EDGE `✓ DATE 6/26/18 SECOND FLOOR ENDWALL H:7/16'0513 EXTERIOR(BLOCKED)w/1l?GWB INTERIOR - WALK IN CLOSET I BEDROOM fIEND WITH 8d COMMON FLAILS SPACEDAT S'EDGE PFS CORPORATION SECOND FLOOR ENDWALL#2:71W OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR Bloomsburg, PA BEDROOM N2/S2 END WITH ea COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR SIDEWALL N1:7/15058 EXTERIOR(BLOCKED)w/1/5 GWB INTERIOR BATH 01?BEDROOM'S SIDE WITH 84 COMMON NAILS SPACED AT r EDGE SECOND FLOOR SIDEWALLN2:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR BEDROOMS{/02/01 BID WITH 8d COMMON NAILS SPACED AT 6"EDGE PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 20S$RALEIGH,NC 27615 Page 1 of 34 11 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SHEATHING SUMMARY: ROOF SHEATHING:7/16'038(UN-BLOCKED)WI Ed NAILING G SYII' CEILING SHEATHING:1Q'GWB(UN-BLOCKED)w/FASTENERS®TIT FLOOR SHEATHING:10/37 MIN.OSB(UN-BLOCKED)wl 10d NAILING gg r/17 SHEATHING SUCTION FASTENING: FOR ROOF ZONE 1:USE 0131'x 2.5'COMMON NAIL(FACE NAILED)AT 12 h 0 C. FOR ROOF ZONE USE 0131-x 2.5'COMMON NAIL(FACE NAILED)AT 12 hoo. FOR ROOF ZONE 3(CORNER):USE 013P x 2 S COMMON NAIL(FACE NAILED)AT 12 In o.0 FOR ROOF ZONE 3OH(CORNER OVERHANGy USE 0137 x 2 5'COMMON NAIL(FACE NAILED)AT 10 h o c. FOR WALL ZONE 0:USE 0.131'x 2 5'COMMON NAIL(FACE NAILED)AT 12 in o c. FOR WALL ZONE 5:USE 0131'x 2 5'COMMON NAIL(FACE NAILED)AT 12 In o c. EDGE DIMENSION,•• 3 ft CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNFCTION% REDIJIED TRUSS TIE DOWN:USE(4)10d(0.131'4 n NM.(ENDNAILED)CEILING BMD TO TRUSS NO USE(1)SIMPSON H2 5A EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 362 Os 2M FLOOR STUD TO CEILING SAND:USE A 1 5 x 26 g4 STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(5)18 gm.STAPLE(S)EACH EN) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 361 b 2nd FLOOR STUD TO FLOOR BAND.USE A 1 5 x 28 ge STRAP EACH STUD WITH(5)Ed NAL(S)EACH END OR WITH(8)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 285 lbs 2nd FLOOR SAND TO 1e CELING BAND USE A 15 x 2804 STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(8)16 ga STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 285 b IM FLOOR ST00 TO CEILING SAND.USE A 1.5 x 26 ge STRAP EACH STUD WITH(5)04 NAIL(S)EACH END OR WITH(0)10 se.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 230 lbs 1e FLOOR STUD TO FLOOR BAND.USE A 15 x 28 pa STRAP EACH STUD WITH(5)Ed NAIL(S)EACH END OR WITH(0)10 ge.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 154 lbs FLOOR BAND TOSILL PLATE CONNECTION:USE(21 SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 450 hs ege. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA A PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27815 Page 2 of 34 12 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION:USE(2)0131'x T NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION:ATTACH WITH 8d(0131'x 2 5')NAIL(FACE NAILED)AT PON CENTER PLATE TO STUD CONNECTION.USE(2)10d(0 131'x 3')NAIL(ENONAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION ATTACH WITH 16d(0131'x 351 NAS(FACE NAILED)AT 12'ON CENTER JOP PLATE SPLI4fa TOP PLATE SPLICES SHALL BEA MINIMUM OF 3 S w/(2)ROWS 1Od(0131'x 31 NAIL(FACE NAILED)4'o c )HORIZONTAL FLOOR DIAPHRAGM CONTINUITY SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) USE A MIN OF(6)12'DIA.THRU BOLTS(SPACED A MM.OF 80"ac.) OR USE A MM.OF(16)LP DIA x 12'LAG TOE SCREWS(SPACED A MAX OF 30"o.e) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) USE A 1 5 x 28 pa STRAP WITH(T)Bd NAIL(S)EACH END OR WITH(10)18 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 461 Ex FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ALONG MATE LINE) USE A MIN OF(6)12'01k THRU BOLTS(SPACED A MAX OF 80"o e) OR USE A MIN OF(16)3/P DIA x 1S LAG TOE SCREWS(SPACED A MAX OF 30'a.c) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND.(AT ENDWALLS) USE A 1 S x 20 Ba STRAP WITH(5)Bd NAIL(S)EACH END OR WITH(7)18 pa.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 346 In SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIR FORKS RD,SUITE 2038 RALEIGH,NC 27615 Page 3 of 34 13 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) 'HEAR CONNECTION% SECOND FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)Of b NAILS AT 5"O.C. (AND SHEATHING TO TRUSS BOTTOM CHORD)OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 156 p1 UNIT UPLFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 1 ROWS)OF fE NALS AT 540 C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 106 pi ALTERNATE:FASTEN SHEATHING TO BAND WITH P WIDE STRIP OF 250 psi MINIMUM CONSTRUCTION ADHESIVE TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION USE 100(0.14141 31 NAL(TOENALED)C ON CENTER OR USE(1)SIMPSON LTPI PLATE C IY ON CENTER OR CONNECTON TO WITHSTAND A SHEAR FORCE OF 4380 Es RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION USE 100(0.14tx31 NAL(TOENAILEO)AT 5"ON CENTER OR USE II)SIMPSON LTPI PLATE 6 220 ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 6600 ES SECOND FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION W11H 1 ROW(S)OF M NAILS AT 5"0.C. OR CONNECTION TO WITHSTAND ASHEN FORCE Of 104 pi UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHINGCONNECTON WITH 1 ROW(S)OF(Si NALS AT S"0.0. OR CONNECTION TO WITHSTAND A SHEAR FORCE Of 194 MI ALTERNATE.FASTEN SHEATHING TO BAND WITH I"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE RMOANO TO BOTTOM/TOP MATE/RMSUNO CONNECTION USE 100(0.1461 YI NAL(TOENALED)1111"ON CENTER OR USE(1)SIMPSON LTP4 PLATE C 55ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5366 es FIRST FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHINGCONNECTIN WITH 1 ROW(S)Of 5E NALL/AT2O.C. OR CONNECTION TO WITHSTANDA SHEAR FORCE OF 51066 UNIT UPLIFT SHEATHING TO FLOOR BAND.USE SHEATHING CONNECTION WITH 1 ROWISI OF Ed NAILS AT TOC. OR CONNECTION TO WITHSTANDA SHEAR FORCE Of 510 pS ALTERNATE FASTEN SHEATHING TO SAND WITH It Woe STRP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE RIMBAND TO SILL RATE CONNECTION:USE 113E(0145161 NAL(TOENAILED)C YON CENTER OR USE(1)SIMPSON LTPI PLATE EL IT ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE Of 14612 In SILL PLATE TO FOUNDATION CONNECTION USE I?ANCHOR BOTS 0270.0 OR USE SR"ANCHOR BOTS C M"00 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 1461252(582 pl) FIRST FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND'USE SHEATHING CONNECTION WITH I ROW(S)OF M NAILS ATT O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 416 FB UNIT UPLFT SHEATHING TO FLOOR BAND.USE SHEATHING CONNECTION WITH 1 ROW(S)OF M NAILS AT TOA. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 418 pi ALTERNATE:FASTEN SHEATHING TO BAND W1111 1"WIDE STRN Of 200 paMINIMUM CONSTRUCTION ADHESIVE RIMBAND TO SILL PLATE CONNECTION'USE 100(0 14517)NAL(TOENALED)a r ON CENTER OR USE(1)SIMPSON LTP4 PLATE C 9"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE Of 1877 ES SAL PLATE TO FOUNDATION CONNECTION USE 1?ANCHOR BOLTS C IT 04 OR USE 5'r ANCHOR BOLTS 6 77 00 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 0I(105 MO SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27615 Page 4 of 34 14 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) DESIGN PARAMETERS MEAN ROOF HEIGHT Wit• 2400 ft NUMBER OF STORIES• 2 FIRST FLOOR WIDTH(W,)• 2758 SECOND FLOOR WIDTH(W2)• 27.5 ft FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(L2)• 40 ft BULGING ASPECT RATIO(LAN)• 145 FLOOR JOIST DEPTH• 925 M MAX.VERTICAL FLOOR OFFSET• 0 In FLOOR ASPECT RATIO(LAN)• 1 45 MAX FLOOR DIAPHRAGM OPENING WIDTH• 3 ft MAX FLOOR DIAPHRAGM OPENING LENGTH• 10 ft FIRST FLOOR HEIGHT(H1)• 8 ft SECOND FLOOR HEIGHT(N2)• 8 ft CEILING ASPECT RATIO(LAN)• 145 MIN.SHEARWALL SEGMENT(H/2.5)• 2298 ROOF PITCH• 7/12 gFS/, APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2022 RALEIGH,NC 27515 Page 5 of 34 15 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) (CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS UPLIFT STRENGTH: SHEAR STRENGTH (1)SIMPSON H2.5A U. 535 lbs F,• 110 lbs (2)SIMPSON H2 5A U• 1070 lbs F3• 220 lbs (2)SIMPSON LS50 U• 1260 lbs F,• 0 lbs 200 psi MINIMUM CONSTRUCTION ADHESIVE Z• 100 pal(END-GRAIN) 200 pal MINIMUM CONSTRUCTION ADHESIVE Z• 200 pal(FACE) FLAT STRAPS FASTENERS:80 NAIL IS ga.STAPLE 1.58269aSTRAP Z. 630 lbs 2• 767 49.9 lbs 1.5 a229a STRAP Z. 10535 2• 1273 48.6 lbs 15 A209a STRAP 2• 12655 2• 1273 48.3 b• (2)1.5 a 209a STRAP Z• 25305 Z• 131.4 46 lbs (3)1.5x 209a STRAP 2• 37955 2• 1405 45.1 lbs HOIDDOWNS w/1 LY EDGE DISTANCE MINIMUM r STEM WALL ASSUME 3000 psi Fs CONCRETE SIMPSON HHD011.SDS2.5 Z• 8505 lbs SIMPSON HHD0/4-SD52.5 Z• 10745 lbs SIMPSON STHDI4RJ Z• 4430 b (2)SIMPSON STHDI4RJ 2• 8880 S 112'DIA.THRU BOLT Z• 823 lbs 1/2'ANCHOR BOLT Z• 1056 lbs 5.18'ANCHOR BOLT Z• 1488 lbs 3/5 DLA.LAG SCREW 2• 268 lbs 3/8'DIA,x I?LAG TOE SCREW 2• 208 lbs 88(0131'a 2.51 NAIL(FACE NAILED) Z• 100 Ito 104(0.131'x 3')NAIL(FACE NAILED) Z• 131 lbs 164(0.131'a 3 5')NAIL(FACE NAILED) 2• 131 lbs 80(0.131'x 2.51 NAIL(TOENAILED) Z• 83 lbs 0.131'8 3'NAIL(TOENALED) 2• 109 lbs 80(0.131'x2.5')NAIL(EICNAILED) 2• 87 IS 106(0 131'a 31 NAIL(ENDNAILED) 2• 88 5 100(0.148'x 31 NAIL(TOENAILED) 2• 132 lbs 188(0182'8351 NAIL(FACE NAILED) 2. 191 lbs 160(0.162'x 3 S)NAL(ENDNAILED) 2• 128 b 84(0.131'x25)NAIL(FACE NAILED),7/15 SIDE MEMBER 2• 955 0131*.2 S COMMON NAIL(FACE NAILED) Z. 89 lbs PMC SIOE.WRMNMWNI (1)SIMPSON LTP4 PLATE 2• 575 lbs SIMPSON RSP4(1)PLATE 2• 285 lbs (2)SIMPSON RSP4(1)PLATES 2• 570 lbs (3)SIMPSON RSP4(1)PLATES 2• 855 lbs 112'GWB(UNBLOCKED)wI FASTENERS 03?T Z. 70 p8 7118'OSB(UNBLOCKED)wl BO NAILING 03 8'/12' Z s 296 p8 7/18'OSB(BLOCKED)wl 84 NAILING 41 Wit? Z• 328 p6 19.02'MIN OSB(UN-BLOCKED)w/104 NAILING®6712' Z• 368 p6 19'32'MN.OSB(BLOCKED)w/104 NAEWG®6'/1? Z• 412 p6 7/18'OSB(BLOCKED)w/84 NALNG®6/1Y 8 P o c.fa PERIMETER Z• 437 p6 198?OSB(BLOCKED)wi 104 NAILING®891Y S 4'o.c.®PERIMETER 2• 548 p6 15122'088 IBLCCNEDI w I0I NALINO D 4112'£2117 at,5 PERIMETER,DOUBLE FRAMING Z• 824 p6 NOTE.S5 SON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME OF/SP VALUES APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING.P.C. 11512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 6 of 34 16 180271 • SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) DESIGN UPLIFT LOADS ROOF CELING ASSEMBLY DEAD LOAD• 15 psf WALL DEAD LOAD(WDC). 12 psf FLOOR DEAD LOAD(FDL)• 10 pal ROOF SPAN(RS)• 27.5 ft TRUSS SPACING(TOC)- 16 In STUD SPACING(SOC)• 16 In FIRST FLOOR HEIGHT(H,)• 6 ft SECOND FLOOR HEIGHT(H2)• B 6 UPLIFT CONNECTION LOAD: COMPARING TRUSS TR7-27-6 AND WIND UPLIFT CALCULATED IN WIND CALCS z r 271 p8 STANDARD TRUSS TO CEILING BAND CONNECTION: (4)106(013's 31 NAIL(ENONAILED) 2. 4 NAILS x 88 b I NAL Z• 352 As USE(4)106(0.131•L 31 NAIL(ENDNAILED)CEILING BAND TO TRUSS ADDITIONAL TIE(S)REQUIRED FOR TRUSS TIE DOWN: Pw•wup•TOC-352 lbs P,e•271 pH*18 /12.3525• P.• 1n5 AND USE(1)SIMPSON H2 SA EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 362 lbs REQUIRED SIDEWALL STUD TIE DOWN LOADING: 2nd FLOOR STUD TO CEILING BAND. Pm•wy•50C. 271.16112• 361 lbs 2nd FLOOR STUD TO FLOOR SAND. Pat•PAp-06'WDL•H2•SOC• Pts•381 Ai-06.12 psf•S6.18 In/12• 205 es 2nd FLOOR BAND TO 11t GELINO BAND: em• P»• 28568 In FLOOR STUD TO LELNG BAND. Pp•Pt.-06•FDL'W2/4'SOC. P,••28568.06.10 pal•2756/4.16 In/12. Pie• 23068 1w FLOOR SND TO FLOOR BANG: P .P,5-08•WDL'Ht•SOC• Pro•230!be-06'12 psf•86.16 In 112• 154 As �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 7 of 34 17 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK FASTENERS: 80 NAL Z• 78 7 lb, 361 be(78.7 lbs(FASTENER• 4.71 FASTENERS USE(5)80 NAL(S)EACH END l8 pa STAPLE Z• 499 b• 361 /499 b/FASTENER• 724 FASTENERS USE(8)18 pa.STAPLE(S)EACH END USE A 1.5 a 26 p•STRAP EACH STUD WITH(5)60 NAIL(S)EACH END OR WITH(8)16 p.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 381 lbs SEIEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION: SIDEWA L UPLIFT AT SILL PLATE vie•Pal SOC•0.5•FDL•W,/4• ww•15410.12IMil-OB•1Opat•27.5014• s• 75 pS PLATE CONNECTION AT ANCHOR BOLT LOCATIONS: 1R•ANCHOR BOLT SPACING(BOC)• 72 In P_. ww•BOC•75 Mt•72• 450 b. USE(2)SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 450 lbs CHECK BENDING IN RIMBAND: DBL.2910 SPF 42 RIMBAND DESIGN VALUES: SECTION MODULUS(5)• 42.78 1113 ALLOWABLE BENDING(b)• 875 psi Max• IS• 8 Kim•75 P8•(72/1211• 4050 In-lbs 8 APPLIED lb• Mps„. • 4050 b' • 95 pH 8 42.78 W 3 ALLOWABLE BENDING(6,)• 875 pH > APPLIED 0. 95 pH GBL.2510 SPF 52 RIMBAND IS OK • e.. . APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27515 Page 8 of 34 18 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN• 27.5 S ROOF PITCH• 7/12 WIND PERPENDICULAR TO RIDGE: p5 WIND PARALLEL TO RIDGE: 195 Of LATERAL LOAD AT FLOOR DIAPHRAGM WIND PERPENDICULAR TO RIDGE: 211 P5 WIND PARALLEL TO RIDGE: 195 p9 �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27615 Page 9 of 34 19 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) LATERAL FRAMING CONNECTION LOADS FROM WIND: (FOR ROOF-TO-PLATE,PLATE-TOPLATE PLATE-TO-STUD.AND PLATE-TO-FLOOR) PER ASCE 7-10 WIND PRESSURE(w)• 32 psi wl-war• w•112• �pN TRUSS MULTIPLIER• 1.33 STUD MULTIPLIER• 1.33 TRUSS TO TOP PLATE CONNECTION: Pc.wti,•Mw• 128 p0.1.33• 17110• OF 0.131's 3'NAIL(TOENABED)REQUIRED• & • 171 Re • 2 NAILS 2 109 11311 USE(2)0.13?a 3'NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF 8d(0 1W 25')NAIL(FACE NAILED). ZJ2 • 100lbs•12• 9IO C. 128 pX (18'mea) ATTACH WITH ed(0.131'•2.7)NAB(FACE NAKED)AT 9"ON CENTER PLATE TO STUD CONNECTION: Pc•wr•Me• 128pll•133• 170b S OF 10d(0.131•a 7)NAIL(ENOWULED)REQUIRED• Ps • 170 lbs • 2 NABS 2 88 IN USE(2)10d(0.131'•Y)NAIL(ENDEARED)PER ITUD BOTTOM PLATE TO FLOOR CONNECTION: SPACING OF 180(0.131's3.51 NAIL(FACE NAILED)• Z_12 • 131 ba•12• 12 In O.C. wti 128p0 (15'ms) ATTACH WITH 16d(0.131's 3.7)NAIL(FACE NAILED)AT IrON CENTER TOP PLATE SPLICE LENGTH STRUCTURE WIDTH(W)• 27.5 ft STRUCTURE LENGTH(L)• 40 8 10d(0.131's 7)NAIL(FACE NAILED) 2• 131 lbs ROOF DIAPHRAGM LOADING(wl-per)• 219 p0 FLOOR DIAPHRAGM LOADING(FLI-per)• 211 pN ROOF DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING: 219 y5 DIAPHRAGM CHORD FORCE• T• 3hoer L3- 219$108.2• 1593 lbs 0•W 5'27.59 REQUIRED SPLICE LENGTH(w/(2)10d 4'oc.A T•4•/1T/e• 1593 in•4'I 1T/0- 3 S 2•Z 2.131 b/NAL TOP PLATE SPLICES SHALL BE A MINIMUM OF 3 R w/(2)ROWS lad(0.131's 3"NAB(FACE NAILED)4"os PFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING P.C. 0512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 10 of 34 20 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) ROOF DIAPHRAGM SHEATHING REQUIREMENTS ROOF SPAN(RS)• 27.56 ROOF LENGTH(RL)• 40 B ROOF PITCH• 7/12 ROOF ANGLE(RA)• 303' wk..• 219 01 STANDARD ROOF SHEATHING. 7/15'058(UNBLOCKED)w/ed NAILING @ W/12' ROOF SHEATHING SHEAR CAPACITY(v,')• 296 01 STANDARD CEILING SHEATHING• 1/2'GWB(UNBLOCKED)w/FASTENERS®7•T CEILING SHEATHING SHEAR CAPACITY(v)• 70 pH MAX DIAPHRAGM SHEAR(v)• L•M.•,12• 406.2190612• 150p6 RS 2755 NET DIAPHRAGM SHEAR CAPACITY(v„)•v,•v,• 296 p6+70 p6• 366 p6 DIAPHRAGM SHEAR CAPACITY STANDARD ROOF/CEILING DIAPHRAGM REQUIRED•160 pH CAPACITY•366 pH STANDARD ROOF/CEILING DIAPHRAGM OK FLOOR DIAPHRAGM SHEATHING REQUIREMENTS BUILDING WIDTH(W)• 27 5 ft BUILDING LENGTH(L)• 40 ft FLy,• 211 pX STANDARD FLOOR SHEATHING• 19/32'MIN.OSB(UNBLOCKED)w/106 NAILING®6/12' FLOOR DIAPHRAGM SHEAR CAPACITY(v,)• 365 pX MAX FLOORDIAPmAGM SHEAR(v)• L•FLI..,/2• 405•211e11/2• 154 pH W 2755 DIAPHRAGM SHEAR CAPACITY STANDARD ROOF/CEILING DIAPHRAGM REQUIRED•154 pH CAPACITY•363 pN STANDARD FLOOR DIAPHRAGM OK • SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH.NC 27615 Page 11 of 34 21 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SHEATHING SUCTION CONNECTION(PER ASCE 7-10 C-C PRESSURES,pp.355-358) TRUSS SPACING(TOC)• 18 In O.C. STUD SPACING(SOC)• 18 In O.C. 0131'x 2.5'COMMON NAIL(FACE NAILED) 89 Um(7/16'SIDE MEMBER.WITHDRAWAL) •• 38 FOR ROOF ZONE 1(FIELD): p• 28392pd TRUSS LOADING•28 392 psi x 18"ox.l 12-/8• 38 pI 38 pI • OA FASTENERS/8• 20 In O.C. 69 b/FASTENER MAX ALLOWABLE SPACING I 1211n O.C. y5E 0131-s 2 5'COMMON NAZI IFACF NM?FOI AT 12 Inn r FOR ROOF ZONE 2(EDGE): p• 33.204 pal TRUSS LOADING.31204 pato 18-oa./1T/8• 44 HI 44 pI • 0.7 FASTENERS/8• 17 In 0.C. 69 Ito I FASTENER MAX ALLOWABLE SPACING I 12IIn 0 C. VSE 0131-x 2.7 COMMON NMI.IFACF NAZI FDI AT 12 In n r FOR ROOF ZONE 3(CORNER): p• 93204 psi TRUSS LOADING•33.204 pal x 16.O.C.l 12'18• 44 pE 44p8 • 0.7 FASTENERS/8• 17 In O.C. 8911,4/FASTENER MAX ALLOWABLE SPACING I 12IIn OC. ySE 0 131'x 2 5-COMMON NAZI IFACF NMI FDI AT 12 In o r PF APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING P.C. 6512 SIX FORKS RD,SUITE 3034 RALEIGH,NC 27613 Page 12 of 34 22 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FOR ROOF ZONE 30H(CORNER OVERHANG): p• 52452 pal TRUSS LOADING•52452psfx16"oe I1T/0• 70 p6 70 p6 • 11 FASTENERS/0• 10MO C. 69 In/FASTENER MAX ALLOWABLE SPACING I 12I1e O.C. USE O 131"x 2 6"COMMON NM CP NA/1-EDI AT IO In 0.0 FOR WALL ZONE 4(FIELD): p• 30795 psi STUD LOADING•30 796 pal x 16"o c/12"I0• 41 pll 41 FK • 06 FASTENERS/B• 201n O.C. 69 In I FASTENER MAX ALLOWABLE SPACING I 121111O C LOSE 0.131"x 2.5"COMMON NM.(FACE NAILED)AT 12 In cm FOR WALL ZONE 5(EDGE): p• 38 016 pat STUD LOADING=38.016 ps1x 16"o.c./12"/0• 51 pB 51 Ell • O8 FASTENERS)B• 151nOC 69 lbs I FASTENER MAX ALLOWABLE SPACING I 12110 0 C LOSE 0.131'x t5"COMMON NNE(FACE NAILED)AT 12 In c.c. FS/" APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 4512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 Page 13 of 34 23 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR ENDWALL 61 SHEATHING LENGTH REQUIREMENTS WALK IN CLOSET/BEDROOM p1 END FIRST FLOOR LENGTH(W,)• 27 5 ft SECOND FLOOR LENGTH(W,)• 27.5 ft FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(L,)• 40 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1!Y GWB INTERIOR SHEATHING EDGE Sd NAIL SPACING• 6 In O.C.(Bd NAILS OR EQUIVALENT) SHEARWALL STRENGTH M• 436 p5 MIN SHEARWALL SEGMENT LENGTH= 2.9 ft FULL HEIGHT SHEATHING PROVIDED(XL)• 24.25 ft 2M FL.PERCENT FULL HEIGHT SHEATHING• 88% 2nd FL.MAX UNRESTRAINED OPENING HEIGHT• 4 5 ft SHEAR ADJUSTMENT FACTOR(C..)• 0.925(TABLE 2305.3.7.2,IBC) 2nd FL.NUMBER OF SHEARWALLS(Nti)• 2 ADDITIONAL WALL LOAD• 0 IM SHEARWALL REACTION(R.)•L,'wa•I N.4•ADDITIONAL= Rte•400 2190/2.0 Ca• 4380 IS MIN.LENGTH SEGMENTED SHEARWALLS(L_)•R.m/V• 4380Ra/436pX• 10050 PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•Lµ,I Co•10.05 ft/0.925• 10.67 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•10.67 ft PROVIDED•24.25 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO eg.•• APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 1 PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2038 RALEIGH,NC 27015 Page 14 of 34 24 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.10) SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) VI•(3•F! /O'L• 314•211GBVOR• 316519. 2 2 N VT DIA THRU BOLT• • 3165 In• B BOLTS iioealt 623 be SPACING• L2/6.40ft/6 BOLTS BD M N YC DIA.a 1T LAG TOE SCREW• $ • 3165 be 16 SCREWS Zeei,y 2085 . SPACING• L,IN•406118 SCREW: 30 b USE A MIN.OF(6)172'DIA.THRU BOLTS(SPACED A MAX.OF St o.c.) OR USE A MIN.OF(1S)sir DIA.1T LAG TOE SCREWS(SPACED A MAX OF 3r 0.9.) TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) T• tai• 195p6.2751•2• 461 lbs 8'L, 6.406 CHECK FASTENERS: 8d NAL Z• 76 7 b 461 b/78.719•/FASTENER• 6 01 FASTENERS USE(7)6d NAIL(S)EACH END 18 pa.STAPLE 2• 4995 4015/499 b/FASTENER• 926 FASTENERS USE(10)16 se STAPLE(S)EACH END USE A 1.5 a 269•STRAP WITH(7)Id NANS)EACH END OR WITH(10)169..STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 451 DM SECOND FLOOR ENDWALL 91: UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(2W• 28 25 ft SHEARWALL ADJUSTMENT FACTOR(Co)• 0925 SHEARWALL REACTION(R.m)• 4360 b WALL HEIGHT(H)• 96 UPLIFT FORCE(U.)• 11•o6 H • 24.Co VO.4380540.66 • 15835 24256.0925 gFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-0 RALEIGH,NC 27615 Page 15 of 34 25 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#31#2 END FIRST FLOOR WIDTH(W1)• 275I1 SECOND FLOOR WIDTH(W.)• 275 8 FIRST FLOOR LENGTH(1-1)• 40 It SECOND FLOOR LENGTH(L,)• 40 It SHEARWALL TYPE:7118.050 EXTERIOR(BLOCKED)w/or GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING• 6 In 0 C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 438 p11 MIN.SHEARWALL SEGMENT LENGTH• 23 ft FULL HEIGHT SHEATHING PROVIDED(EL)• 24 83 ft 2nd FL PERCENT FULL HEIGHT SHEATHING- 90% 2nd FL.MAX UNRESTRAINED OPENING HEIGHT• 4 5 ft SHEAR ADJUSTMENT FACTOR(C.)• 0937(TABLE 2305372.IBC) 2nd FL.NUMBER OF SHEARWALLS 2 ADDITIONAL WALL LOAD• 0 ba SHEARWALL REACTION(R•,m)•L.•w_l Nti•ADDITIONAL• R.,n•40ft•2l9 p6/2.0 bF• 43808» MIN LENGTH SEGMENTED SHEARWALLS 6.)•R•n/V• 4380 Ds/436 b• 1005 It PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•L•w l Co•10.05 ft 10.937• 10 73 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•10.73 ft PROVIDED•24.83 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO (SECOND FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(EW• 24 83 ft SHEARWALL ADJUSTMENT FACTOR(Co)• 0.937 SHEARWALL REACTION(R.,n)• 4380 IM WALL HEIGHT(H)• 6 ft UPLIFT FORCE(U,x)• Kn.,•H • 11.1(C0 U.•4380 Ds x 8 R 1507 lbs 24,83 ft x 0.937 APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 8512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 16 of 34 26 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR ENDWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH(W,)• 27.5 S SECOND FLOOR LENGTH(LW)• 40 6 Fty 211 p1 12'ANCHOR BOLT Z• 1058 be SB'ANCHOR BOLT 2• 1465 lbs 10d(0.148'•3')NAIL(TOENAILED) 2• 132 lbs led(0162'•3 Si NAIL(FACE NAILED) 2• 191 lbs (1)SIMPSON LTP4 RATE 2• 575 6M MAXIMUM SECOND FLOOR ENDWALL SHEAR LOAD• 4300 lbs TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION: •TOENAILS PER FOOT• VIZ/W• 41501e/132S/275S• 12 NALSIB TOENAIL SPACING• 1218• 12512• 9.0 C. (15'MAX) LTP4 PLATES PER FOOT• VIZ/W• 4380 In/575D•/2756• 03 RATES IB LTP4 PLATE SPACING• 1214• 12/03• 43'OC OT MAX) USE 10d(0.146'•3')NAIL(TOENAILED)@ 3'ON CENTER OR USE(I)SIMPSON LTP4 PLATE®43'ON CENTER OR CONNECTION TO WITHSTANDA SHEAR FORCE OF 4350 lb* RIMBAND TO BOTTOM I TOP PLATE I RIMBAND CONNECTION: V. MAX ENDWALL SHEAR•Lt•FLH.,/2• V. 4380 Lv•406.2110612 66005 4 TOENAILS PER FOOT• V/Z/W• 56001bs/1325/2755• 24 NAILS/1I TOENAIL SPACING• 12/8• 12/24• 5 (15'MAX) 4 LTP4 PLATES PER FOOT• V I Z I W• 5500 5/575 In l 27.5E. 0 5 PLATES 18 LTP4 PLATE SPACING• 12/N• 12/05• 22 OA. OT MAX) USE 104(0.148'x 31 NAIL(TOENAILED)AT 5'ON CENTER OR USE(1)SIMPSON LTP4 PLATE 012?ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 56006n FS'/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-0 RALEIGH.NC 27615 Page 17 of 34 27 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) • CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• Raw • ZL<XC• SECOND FLOOR ENDWALL SI: V• 4380 lbs • 198 p8 24258.0925 SECOND FLOOR ENDWALL Y2. V• 4380169 • 189 pIf 24.838.0.937 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR• 198 p8 CHECK SHEATHING CAPACITY' 7/16.OSB SHEATHING 3168 p6 (165 b/N X 16 X 12) MS'OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK S 8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d(0.131'X 2.5')NAIL(FACE NAILED),7/18'SIDE MEMBER Z• 95 lbs /OF 941 NAILS PER FOOT• V • 198 p/ Z 95lbs!NNL S OF 8d NAILS PER FOOT• 2 07 NAILS PER FOOT OVERALL 80 NAL SPACING• 1215. 1212.07• 579'O C. S OF ROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW• I SPACING I.579 o.c 5O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Sd NAILS AT t O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 198 plf eF9/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 5512 SIX FORKS RD,SUITE 203.B RALEIGH,NC 27615 Page 18 of 34 28 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK S Bd NAO S REQUIRED FOR SHEATHING CONNECTION. Sd(0131'625')NAIL(FACE NAILED),1/1r SIDE MEMBER Z• 95 b S OFSO NAILS PER FOOT• V • 196pi Z 95the I NAIL /OF SO NAES PER FOOT• 2 07 NAILS PER FOOT OVERALL SE NAI SPACING• 12/5• 121207• 579'0 C. S OF ROWS: 1 ROW(S) Sd NAIL SPACING WITHIN EACH ROW• 1•SPACING 1•5/9 oe 5'0G USE SHEATHING CONNECTION WITH 1 ROW(S)OF Ed NAILS AT 5"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 196 pH ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 196pS 200 pal MINIMUM CONSTRUCTION ADHESIVE Z• 200 pal(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND: WIDTH OF GLUE STRIP REQUIRED• V • 196 pH • 1 • Z 2000•1rit FASTEN SHEATHING TO BAND WITH 1-WIDE STRIP OF 200 pal MINIMUM CONSTRUCTION ADHESIVE PFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 19 of 34 29 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) • 'FIRST FLOOR ENDWALL 01 SHEATHING LENGTH REQUIREMENTS FAMILY ROOM/LIVING ROOM END FIRST FLOOR WIDTH(W,)• 275a SECOND FLOOR WIDTH(Wy)• 27.5 ft FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(Ly)• 40 0 SHEARWALL TYPE:TNS'OSB EXTERIOR(BLOCKED)w/1/2-GWB INTERIOR SHEATHING EDGE 64 NAIL SPACING• 4 In O.C.(84 NAILS OR EQUIVALENT) SHEARWALL STRENGTH(W• 590 p5 MIN.SHEARWALL SEGMENT LENGTH• 2 3 S SUM OF FULL HEIGHT SHEATHING PROVIDED(S LU• 20.84 B 1st FL.PERCENT FULL HEIGHT SHEATHING• 76% 1N FL MAX.UNRESTRAINED OPENING HEIGHT• 5 5 ft SHEAR ADJUSTMENT FACTOR(C.)• 0 796(TABLE 2305 3 7 2,IBC) 1N FL.NUMBER OFSHEARWALLS(N.,a)• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(11,„,,,)•L,'Ky./N.••R.,m•ADDITIONAL• R.,n•40 0.211 p5/2.0380 lbs•0 lbs• 8800 lbs MN.LENGTH SEGMENTED SHEARWALLS(L.,)•R.,w/V• 8500 lbs/590 p5• 14.58 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•Ls.IC0.14.58010.798• 18.32 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•15.32 0 PROVIDED•20.84 ft ENDWALL BHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO PPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27515 Page 20 of 34 30 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,•13•F, 14)•I • 314.211 p6.40 as 3155h 2 2 0 U DIA THRU BOLT• yy • 3165 h• 6 BOLTS 2ie11a1 623 h SPACING. L,IN=40II/6 BOLTS 80 In a Sir DIA•IT LAG TOE SCREW• Ys • 3165h• 16 SCREWS ZHU9 200h SPACING• L,l S•40 6l 16 SCRE W£ 30„ USE A MIN.OF(8)113 DIA.THRU BOLTS(SPACED A MAX.OF 60'e.e.) OR USE A MIN.OF(16)Lr DIA•1T LAG TOE SCREWS(SPACED A MAX.OF 30"c.c.) TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) T. 3/4'F •W.• 3/4.195p11.2756.2• 348h 8'L, 5•4011 CHECK FASTENERS: 8d NAR 2• 78 7 be 34611n l 76 7 IS/FASTENER• 4 51 FASTENERS USE(5)8d NAIL(S)EACH END 1895.STAPLE Z• 499 lbs 148 h 149 9 IM/FASTENER• 8 93 FASTENERS USE(7)16 95.STAPLE(S)EACH END USE A 1.6.26 g5 STRAP WITH(S)6d NAIL(S)EACH END OR WITH(1)16 p5.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 346 lbs FIRST FLOOR ENDWALL 61: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S LU• 20 84 6 SHEARWALL ADJUSTMENT FACTOR(CO)• 0.796 SHEARWALL REACTION(R•q)• 5600 h WALL HEIGHT(H)• 8 6 UPLIFT FORCE(U,,)• Rnt,•H • Ey•Co U5,•8600 h•8 6 • 4140 IDs 20 84.0 798 SFS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. • 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27615 Page 21 o134 31 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) }FIRST FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS DINING/UTILITY END FIRST FLOOR WIDTH(W,)• 27.58 SECOND FLOOR WIDTH(W2)• 27.58 FIRST FLOOR LENGTH ILS)• 40 ft SECOND FLOOR LENGTH(LI)• 40 ft SHEARWALL TYPE:1/16'O58 EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE Ed NAR SPACING• 4 In O.C.(88 NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 590 p11 MIN.SHEARWALL SEGMENT LENGTH= 23 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(I Li)• 23 8 1st FL.PERCENT FULL HEIGHT SHEATHING• 100% 1st FL.MAX UNRESTRAINED OPENING HEIGHT• 0 R SHEAR ADJUSTMENT FACTOR(C.)• 1(TABLE 2305.3.73,IBC) tat FL.NUMBER OF SHEARWALLS(N..)• 2 ADDITIONAL WALL LOAD• 2841 lbs SHEARWALL REACTION(R..)•Li•FLe./N.4•R.42•ADOMONAL- R.w�•40 R'211 Of/2.4380 S.28416s• 11447 lbs MIK LENGTH SEGMENTED SHEARWALLS(1...)•R.w/V• 11447 Ds/590 pI• 1940 R PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)•L.l Co•194 R11• 1941 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•16.4t ft PROVIDED•23 R ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UHO FIRST FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(X LJ• 23 ft SHEARWALL ADJUSTMENT FACTOR(C.). SHEARWALL REACTION(R.,41)• 11447 lbs WALL HEIGHT(H)• BR UPLIFT FORCE(UN)• R.0•H • I Is Co tls,•114476x•88 • 3982 IM 23s1 PFS/• APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 22 of 34 32 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W,)• 27.56 FIRST FLOOR LENGTH(L,)• 40 ft FLM• 211 PI 1/f ANCHOR BOLT Z• 1056 roe S/9•ANCHOR BOLT Z• 1486 Its 106(0146.3•)NAIL(TOENAILED) 2• 132 lbs (1)SIMPSON LTP4 PLATE 2• 675 b MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD• 11447 lbs RIMBAND TO SRL PLATE CONNECTION: V. MAX ENDWALL SHEAR.L,xOA* 2• V• 11447 b•40R•(301.211 p19/2 14612 lbs S TOENAILS PER FOOT• V/2/W• 146121be/132166/27.56• 40 NAILS/6 TOENAIL SPACING• 12/0• 12/4• 2.O.C. (16'MAX) 6 LTP4 PLATES PER FOOT• V/ZIW• 146121 E•/5751b4/27.S11• 09 PLATES/6 LTP4 PLATE SPACING• 12/6• 12/09• 12'OC. (IT WOO USE 106(0.146'•3')NAIL(TOENAILED)C r ON CENTER OR USE(1)SIMPSON LTP4 PLATE a 912'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14612 lbs SILL PLATE TO FOUNDATION CONNECTION. 61/T ANCHOR BOLTS• VIZ• 14612 bat 1056b• 14 BOLTS BOLT SPACING• (W-2)1(N-I)• (2755.2)1(14.1)• 23 In USE 1/T ANCHOR BOLTS @E3'0.0 ANCHOR BOLTS TO BE A MIN.OF Y AND A MAX.OF 1'-0'FROM CORNERS OR CONNECTION TO WITHSTAND SHEAR FORCE OF 14612 IS(532 pll) I5/B'ANCHOR BOLTS• VIZ. 14612 b•/1488 lbs. 10 BOLTS BOLT SPACING• (W-2)/(N-1)• (2756-2)/(10.1)• 34 In USE 5/6'ANCHOR BOLTS Q 34'0.0 ANCHOR BOLTS TO BE A MIN.OF 4'AND A MAX.OF 1'-0'FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 14612 lbs(532 pl4 �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SM FORKS RD,SUITE 203-0 RALEIGH,NC 27615 Page 23 of 34 33 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) (CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• Re1 • IL,XC0 FIRST FLOOR ENDWALL SI: V• 8600166 519 pI 20 84 ft•0 796 FIRST FLOOR ENDWALL 92. V• 11447 Ib• • 490 pI 23'I MAXIMUM FIRST FLOOR ENDWALL UNIT SHEAR• 519 WI CHECK SHEATHING CAPACITY. 7110'050 SHEATHING 3168 p9 (185 Ib/In X1 X 12) 7115"050 SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECKS 8d NAILS REQUIRED FOR SHEATHING CONNECTION. 8d 10.131'A26')NAIL(FACE NAILED).7/W SIDE MEMBER Z. 95 1196 I OFSd NAILS PER FOOT• V • 519p9 2 95 e4/NAIL SOF SO NAILS PER FOOT• 547 NAILS PER FOOT OVERALL 8d NAIL SPACING• 12/9. 12/647• 219'0 C. S OF ROWS; 1 ROW(S) Pd NAL SPACWG WITHIN EACH ROW• 1'SPACING 1•219o.c. USE SHEATHING CONNECTION WITH 1 ROW(S)OF ad NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 519 plt APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2035 RALEIGH,NC 27615 Page 24 of 34 34 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK 8 0d NAILS REQUIRED FOR SHEATHING CONNECTION 0d(0131's 2 5")NAL(FACE NAILED).7/16'SIDE MEMBER Z• 95 L. 1/OF 8.1 NAILS PER FOOT• V 519p0 Z 95 be/NAL e OF 8d NAILS PER FOOT• 547 NAILS PER FOOT OVERALL Bd NAL SPACING• 12/fin 121547• 2.19'O C. B OF ROWS: 1 ROW(S) 8d NAL SPACING WITHIN EACH ROW• 1•SPACING 1'21900. 2'0G USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 519 pl( ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 519 p8 200 psi MINIMUM CONSTRUCTION ADHESIVE Z• 200 NI(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BANG WIDTH OF GLUE STRIP REQUIRED• V • 519p8 = 1• Z 200 pal*12"/ft FASTEN SHEATHING TO BAND WITH 1^WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS BATH#1/BEDROOM B3 SIDE FIRST FLOOR WIDTH(W,)• 275ft SECOND FLOOR WIDTH(WA• 275ft FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(Le)• 40 ft SHEARWALL TYPE:7/16 O50 EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE Bd NAIL SPACING• 6 b O.C.(8d NAILS OR EOUNALENT) SHEARWALL STRENGTH M• 436 p8 MN SHEARWALL SEGMENT LENGTH• 2 3 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(S L)• 28 57 ft 2nd FL.PERCENT FULL HEIGHT SHEATHING. 71% 2nd Fl.MAX UNRESTRAINED OPENING HEIGHT• 5 2 ft SHEAR ADJUSTMENT FACTOR(C.)• 0.788(TABLE 2305 3.72.IBC) 2nd FL NUMBER OF SHEARWALLS(N..)• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(R.v)•W,'ww./N•w+ADDITIONAL• R^.0.275ft•195p8/2+Obs• 2684 lbs MIN,LENGTH SEGMENTED SHEARWALLS(L�)•R,ie„/V• 2684 BN/436 pS• 6.15 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Lp,/0.0.6.16 ft 10.788• 7.82 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•742 ft PROVIDED•28.57ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED VNO SECOND FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S L)• 28 57 ft SHEARWALL ADJUSTMENT FACTOR(C0)• 0788 SHEARWALL REACTION(R.,.)• 2684 lbs WALL HEIGHT(Ile 8 f PFS/. APPROVED UPLIFT FORCE(Ue)• R ,B H • DATE 6/26/18 2Le� D UE,•2684 rose 8ft • 954 be PFS CORPORATION 2857 ft 0.788 Bloomsburg,PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27615 Page 25 of 34 35 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 74(1) SECOND FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#4/#2/#1 SID FIRST FLOOR WIDTH(Wi)• 27.5 ft SECOND FLOOR WIDTH(W2)• 21.58 FRST FLOOR LENGTH(Li)• 40 ft SECOND FLOOR LENGTH(Ls)• 40 ft SHEARWALL TYPE:7/W OSB EXTERIOR(BLOCKED)w/fl2'GWB INTERIOR SHEATHING EDGE 80 NAIL SPACING• 8 M 0 C.(Ed NAILS OR EWNALENT) SHEARWALL STRENGTH M• 436 MI MIN.SHEARWALL SEGMENT LENGTH• 2.3 8 SUM OF FULL HEIGHT SHEATHING PROVIDED(I LJ• 20.25 8 2n0 FL.PERCENT FULL HEIGHT SHEATHING• 51 % 2nd FL MAX UNRESTRAINED OPENING HEIGHT• 5.2 ft SHEAR ADJUSTMENT FACTOR(C,)• 0 585(TABLE 2305 3.7.2.IBC) 2nd FL.NUMBER OF SHEARWALLS(Np,)• 2 ADDITIONAL WALL LOAD• 0 IW SHEARWALL REACTION(RW,1)•W1'W1 /N., •ADDITIONAL• R„H•2758.195 P5/2.0 Ds• 2684 lbs MIN LENGTH SEGMENTED SHEARWALLS(L_)•R,•w/V• 2684 lbs/438 MI• 516 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL).L. I C.. 5.1681ten• 6.99R PERFORATED FULL HEIGHT SHEATHING c PERFORATED FULL HEIGHT SHEATHING REQUIRED•8.99 ft PROVIDED•20.25 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR SIDEWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(I I.,)• 20.25 ft SHEARWALL ADJUSTMENT FACTOR(C0)• 0.685 SHEARWALL REACTION(R•.H)• 2684 IS WALL HEIGHT M)• 88 UPLIFT FORCE(U51)• R.a"x H • IL•Co 1.181.266455x88 • 15491bs 20.25 8.0 885 APPROVED `IDADATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2034 RALEIGH,NC 27515 Page 26 of 34 36 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH(W,)• 21.5 ft SECOND FLOOR LENGTH(L,)• 40 ft FLH.•• 195 pN 1/2'ANCHOR BOLT Z• 10566» 5/8'ANCHOR BOLT Z• 1488 lbs 106(0108'x 31 NAIL(TOENAILED) Z• 132 Pm 16d(0.162'x 3.5')NAIL(FACE NAILED) 2• 191 lbs (1)SIMPSON LTP4 PLATE Z• 575 lbs MAXIMUM SECOND FLOOR SIDEWALL SHEAR LOAD• 2684 pe REMAND TO BOTTOM I TOP PLATE I RIMBAND CONNECTION: V• MAX SIDEWALL SHEAR F W2 xFI,•,./2• V. 26841bs•275841950/2 5365p16 M TOENAILS PER FOOT• V/Z/L• 53651bs/13216•/406• 10 NAILS/ft TOENAIL SPACING• 12/6. 12/1• II'DC. (16'MAX) 6LTP4 PLATES PER FOOT• V/Z/W• 5365b15l5b/4011• 02 PLATES/6 LTP4 PLATE SPACING• 12/6• 12/02• 51 0C. (rT MAX) USE 106(0.143'x n NAIL(TOENAD.ED)@ 11"ON CENTER OR USE(1)SIMPSON LTP4 PLATE a 3?ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5366 lbs FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING P.C. 6512 SIX FORKS RD,SUITE 2038 RALEIGH,NC 21615 Page 27 of 34 37 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)• R,b„ • ILKC0 SECOND FLOOR SIDEWALL 61. V• 2664 Ib, • 120 AN 28 57 R'0 788 SECOND FLOOR SIDEWALL 62 V• 2684 Ps • 194 pd 20.25 e'0 865 MAXIMUM SECOND FLOOR SIDEWALL UNIT SHEAR• 194 pN CHECK SHEATHING CAPACITY. 7/16'OSB SHEATHING 3163 pN (165 Nin X 1.6 K 12) 7/16"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK a 8d NAILS REQUIRED FOR SHEATHING CONNECTION 841(0 131'a 2 5')NAIL(FACE NAILED).7/13'SIDE MEMBER Z• 95 6» N OF 13d NAILS PER FOOT• V • 194pI 2 95W/NAIL S OF 94I NAILS PER FOOT• 2O5 NABS PER FOOT OVERALL 8d NAL SPACING• 12/6. 1212.05• 585'O.0 6 OF ROWS: 1 ROW(S) Sd NAIL SPACING WITHIN EACH ROW• I•SPACING 1.5.65 o,c. 5'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6d NAILS AT r O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 194 AS PFS„. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 2038 RALEIGH,NC 27615 Page 28 of 34 38 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK U 6E NAILS REQUIRED FOR SHEATHING CONNECTION: Ed(0131.it2 5")NAIL(FACE NAILED).7/16-SNE MEMBER Z• 95 lbs M OF Sd NAILS PER FOOT• V • 194 pH Z 95 b I NAIL OF 8d NAILS PER FOOT• 205 NAILS PER FOOT OVERALL.Ed NAIL SPACING• 12/$- 12/205• 585.0C. I OF ROWS: 1 ROW(S) Ed NAIL SPACING WITHIN EACH ROW• 1•SPACING 1.585 o.c. 5.0C USE SHEATHING CONNECTION WITH 1 ROW(S)OF Sd NAILS AT r D.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 pH ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V• 194 pH 200 psi MINIMUM CONSTRUCTION ADHESIVE Z• 200 p•I(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND. WIDTH OF GLUE STRIP REQUIRED• V • 194plI • 1 • Z 200 per 1Z'/9 FASTEN SHEATHING TO BAND WITH 1•WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE �FS/. APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD.SUITE 2018 RALEIGH.NC 27515 Page 29 of 34 39 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS KITCHEN SIDE FIRST FLOOR WIDTH(Wi)• 27.65 SECOND FLOOR WIDTH(W3)• 27.5 5 FIRST FLOOR LENGTH(Li)• 40 ft SECOND FLOOR LENGTH(L2)• 40 ft SHEARWALL TYPE 7/16.OSB EXTERIOR(BLOCKED)w/1IT GWB INTERIOR SHEATHING EDGE 86 NAIL SPACING• 8 in O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)• 436 p8 MN.SHEARWALL SEGMENT LENGTH• 2.3 5 FULL HEIGHT SHEATHING PROVIDED• 28.9 ft 1st FL.PERCENT FULL HEIGHT SHEATHING• 72 16 1st FL MAX UNRESTRAINED OPENING HEIGHT• 5.5 ft SHEAR ADJUSTMENT FACTOR(C,)• 0 774(TABLE 2305.372.IBC) 1N FL NUMBER OF SHEARWALLS(N,U)• 2 ADDITIONAL WALL LOAD• 0 Abe SHEARWALL REACTION IR.,/•W,•FL,,„/Ne„•R•.2•ADDITIONAL• R,,,,•27.5 5.195911/2.2604 a•D W• 5368 lbs MIN.LENGTH SEGMENTED SHEARWALLS(y)•R•„/V• 53661b4/438 pf• 12 31 ft _ _PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Lm I Ce• 12.315/0.774• 15.91 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•15915 PROVIDED•28.9 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO SE BLOCKED UNO FIRST FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(SL,)• 209 ft SHEARWALL ADJUSTMENT FACTOR(Co)• 0.774 SHEARWALL REACTION(R•,U)• 5388 Se WALL HEIGHT IH)• a5 UPLIFT FORCE 0k,)• Rb,x H • Stage Dei•5388 lbs x 8 5 1920 lbs 289x0774 �FS/ APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg,PA PREPARED St BARLOW ENGINEERING.P.C. 5512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27815 Page 30 of 34 40 180271 • • SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS DINING ROOM/FOYER SIDE FIRST FLOOR WIDTH IW,)• 27.58 SECOND FLOOR WIDTH(W2)• 27.5 8 FIRST FLOOR LENGTH(L,)• 40 ft SECOND FLOOR LENGTH(y)• 40 ft SHEARWALL TYPE:7/18'OSB EXTERIOR(BLOCKED)w/1I2'GWB INTERIOR SHEATHING EDGE 84 NAI SPACING• B In 0 C(84 NAILS OR EOUNALENT) SHEARWALL STRENGTH M• 435 Ell MIN SHEARWALL SEGMENT LENGTH• 238 FULL HEIGHT SHEATHING PROVIDED• 21 84 ft let FL.PERCENT FULL HEIGHT SHEATHING• 5518 1st FL.MAX.UNRESTRMNED OPENING HEIGHT• 6838 SHEAR ADJUSTMENT FACTOR(Coin 0 589(TABLE 2305 3 7 2.IBC) lei FL.NUMBER OF SHEARWALLS(Nd )• 2 ADDITIONAL WALL LOAD• 0 lbs SHEARWALL REACTION(Rai)•W1•FL.^,I Na•Rax•ADDITIONAL• Ra,•2755'195 PO/2.2584 Fn•0 lbs• 5368 Ib• MIN LENGTH SEGMENTED SHEARWALLS(Le)•Ra✓V• 5368 be/435 p11• 1231 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)•Law Co• 12.31 BI0Ina 20.908 PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED•20.9 ft PROVIDED•21.94 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO IFIRST FLOOR SIDEWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S L)• 21.84 ft SHEARWALL ADJUSTMENT FACTOR(C0)• 0589 SHEARWALL REACTION(R•,,,)• 5388 be WALL HEIGHT M)• 8 ft UPLIFT FORCE Oleo• R,a„xH • 3LxCo Ue,•5388 IM x 8 8 • 3339 lbs 2184x0589 APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 5512 SIX FORKS RD,SUITE 203.B RALEIGH.NC 27815 Page 31 of 34 41 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W,)• 27.58 FIRST FLOOR LENGTH(Li)• 40 ft F4a= 195 pe 1/2'ANCHOR BOLT 2• 1056 55 5/8'ANCHOR BOLT Z• 1488 Ibe 100(0148'v 3')NAIL(TOENAILED) 2• 132 lbs (1)SIMPSON LTP4 PLATE Z• 575 lbs MAXIMUM FIRST FLOOR SIDEWALL SHEAR LOAD• 5366!be RIMBAND TO SILL PLATE CONNECTION: V• MAX SIDEWALL SHEAR+W,r(3/4'FLp=,)/2• V. 538Gb•+27.SSX(3/4 195p8)/2 7377 lb. 8 TOENAILS PER FOOT• V/Z/L,•737711m/13216s/40 S• 14 NAILS/S TOENAIL SPACING• 12I6. 12/14• 8'O.0 (16'MAX) 6 LTP4 PLATES PER FOOT• VIZ/W• 73771138/575 be/40 S• 0.3 PLATES/S LTP4 PLATE SPACING• 12/8• 12/03• 37"O.C. (72'MAX) USE 10d(0.148"X 3")NAIL(TOENAILED)®8'ON CENTER OR USE(1)SIMPSON LTP4 PLATE®Sr ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lbs SILL PLATE TO FOUNDATION CONNECTION: 81/?'ANCHOR BOLTS• VIZ. 7377be11056be• 7BOLTS BOLT SPACING• IL•2)I(N-1)• (405-21/(7-1)• 72 In USE LT ANCHOR BOLTS C 72'CIC ANCHOR BOLTS TO BEA MIN.OF 4"MD A MM.OF 1'-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lbs(185 pII) 55/r ANCHOR BOLTS• VIZ• 7377 b1148S1b•• 5 BOLTS BOLT SPACING• (L-2)/(N-1)• (405.2)/(5.1)• 72 In USE 516"ANCHOR BOLTS C 72"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"MD A MAX.OF 1'-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7377 lb.(183 MU APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.5 RALEIGH,NC 27515 Page 32 of 34 42 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-10) CHECK SHEATHING TO RIM BAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE WI• R_ 1 • i4 X Cs FIRST FLOOR SIDEWALL 41: V• 5366 lbs • 210 p0 2895.0774 FIRST FLOOR SOEWALLN2: V• 5368 lbs • 118 p8 2154.0589 MAXIMUM FIRST FLOOR SIDEWALL UNIT SHEAR• 118 p0 CHECK SHEATHING CAPACITY: 7/14OSB SHEATHING 3158 p8 (185 Win X15)(12) 7/18'OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK 688 MALS REQUIRED FOR SHEATHING CONNECTION: 80(0131's 2 51 NAR(FACE NAILED).7/18'SIDE MEMBER Z• 95 Ns N OF 80 NAILS PER FOOT• V • 418 MI Z 95b/NAIL 6 OF 841 NAILS PER FOOT• 4 4 NALS PER FOOT OVERALL 80 NAIL SPACING• 12/0. 12/44• 2/2'OA. 4 OF ROWS: 1 ROW(S) 80 NAL SPACING WITHIN EACH ROW• 1•SPACING 1.272oo 2'OC USE SHEATHING CONNECTION WITH 1 ROW(S)OF fid NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 118 pit PFS/, APPROVED DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 55t2 SIX FORKS RD.SUITE 20343 RALEIGH.NC 27615 Page 33 of 34 43 180271 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS• (par ASCE 7-10) UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK B 80 NAILS REQUIRED FOR SHEATHING CONNECTION. 80(0.101'•2.5)NAL(FACE NAILED),7/15 SIDEMEMBER . Z• 95b I/OF 80 NAILS PER FODT• V • 410pI 2 95b/NAIL 1 OF 80 NAILS PER FOOT• 4 4 NAILS PER FOOT OVERALLBd NAIL SPACING• 12/S• 12/44• 2.72'O.C. N OF ROWS: I ROW(S) 6a NAIL SPACING WITHIN EACH ROW• I•SPACING I 2 72 o c. 2 O.C. USE SHEATHING CONNECTION WITH 1 ROWS)OF 10 NAILS AT r O.C. OR CONNECTION TO WITHSTAND A 8HEAR FORCE OF 411 PN ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V. 418 p1 200 psi MINIMUM CONSTRUCTION ADHESIVE 2• 200 pal(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND WIDTH OF GLUESTRIP REQUIRED•_ V • 418911 • 1 • Z 200 pN'1T/8 FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 p41 MINIMUM CONSTRUCTION ADHESIVE PFS/ APPROVED • DATE 6/26/18 PFS CORPORATION Bloomsburg, PA PREPARED BY:BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.B RALEIGH,NC 27615 Page 34 o134 44 180271 • • SHEARWALL HOLDOWN DESIGN SHEARWALL UPLIFT FROM EACH FLOOR 200 FLOOR SIDEWALL MI 954 lbs DEAD LOAD UNIT WEIGHT IPSFI 2nd FLOOR SIDEWALL 62 1548 lbs TRUSS DEAD 15 210 FLOOR ENDWALL SI 1563 lbs FLOOR DEAD 10 29.0 FLOOR ENDWALLS2 1507 lbs WALL DEAD I1 1st FLOOR SIDEWALL 01 1920 lbs 1.1 FLOOR SIDEWALL S2 3338 lbs !TORY HEIGHT !EIGHT m1 120 FLOOR ENDWALL 61 4148 lbs 1ST FLOOR 8 IN FLOOR ENDWALL 82 3982 674 2nd FLOOR 8 MODULAR WIDTH 61 RR 13.75 MODULAR WIDTH 02 NIL 13.75 COMPRESSION COMPRESSION CAPACITY(IS.) ICI. CAPACITY o5.) COMPRESSION CAPACITY PRI(Cd.11TENSION CAPACITY IIS.I IC! ( ••ACI SPF#2 VALUE 1.10 (Cd•1 TM 2%4(8 FT) 2603 2660 2745 5670 2X4(9 FT) 2115 2153 2203 5670 2X4(10 FT) 1/44 1771 1802 5670 2X6(8 FTI 7494 8058 9141 7722 ' 2%6(9 FT) 6629 7005 7668 7722 2%8(10 FT) 5792 6041 6453 7722 SIMPSON STRAP APACRY FASTENERS SIMPSON CSI B COILED STRAP 1705 22 _100 NAILS 160 COMMON NAILS 191 lbs SIMPSON CSI4 COILED STRAP 2490 30 100 NAILS 1/4'LAG SCREWS 225120 SIMPSON CMSTCIS COILED STRAP 4585 56 16d SINKER NAILS 3/8"LAG SCREWS 295167 SIMPSON CMSTI4 COILED STRAP 6490 66 160 NAILS i2'LAG SCREWS 655 lbs SIMPSON CMST12 COILED STRAP 9215 64 16d NAILS 5/8*TAG SCREWS 789 lbs CAPACITY OBTAINED FROM SIMPSON STRONG-PE 2015-18 WOOD CONSTRUCTION CONNECTIONS CATALOG .4ALL YAM C4•11 FACTOR HOLDOWN CAPACITY(Ib.) SIMPSON PAM 2025 SIMPSON N056 WI121 STUDS 3765 SIMPSON STROMRI 4210 SIMPSON NW8SDS2 6 WI121 STUDS 4570 SIMPSON MO78 W/131 STUDS 6245 SIMPSON HDBB W/M)STUDS 8430 SIMPSON NO12 WI(4)STUDS WI 1-1/8.ANCHOR BOLT 12690 SIMPSON N010 WI NI STUDS WI I-114'ANCHOR BOLT 15210 "'CAPACITY OBTAINED FROM SIMPSON STRONG-TIE 2015-16 WOOD CONSTRUCTION CONNECTIONS CATALOG NET UPLIFT CALCULATIONS NPLFC•DEAD LOAD' and FI OOR SIDEWALL Pt I81 FLOOR SIDEWALL Pt SHEARWALL LENGTH 40 ft SHEARWALL LENGTH 40 M DEAD LOAD 23896 lbs DEAD LOAD 1977 IM NET UPLIFT I .143611b. NET UPLIFT I 371167 STUDS REQUIRED 2 2X6 STUDS STUDS REQUIRED 2 208 STUDS NO PHYSICAL HOLDOWN IS REQUIRED NO PHYSICAL HOLDOWN M REQUIRED ;Rd MOOR SIDEWALL It IN FLOOR SIDEWALL Fj SHEARWALL.LENGTH 40 ft SHEARWALL LENGTH 40 R DEAD LOAD 23896 lbs DEAD LOAD 1977 lbs NET UPLIFT I 342116. NET UPLIFT I 1361IIbs STUDS REOUIREO 2 2%6 STUDS STUDS REQUIRED 2 2%6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED jnd FLOOR FNDWAI L6t 35t FLOOR ENDWAU Ft SHEARWALL LENGTH 27.6 R SHEARWALL LENGTH 276 R DEAD LOAD 792 lbs DEAD LOAD 792 lbs NET UPLIFT I 77111b. NET UPLIFT I 412711b1 STUDS REQUIRED 1205 STUDS STUDS REQUIRED 2208 STUDS pm/FLOOR ENDWAI LIZ 3.0FLOOR ENDWALL 64 SHEARWALL LENGTH 27.5 ft SHEARWALL LENGTH 23 8 DEAD LOAD 792 lb. DEAD LOAD 662410 NET UPLIFT I 71511b. NET UPLIFT I 403SII61 STUDS REQUIRED 12%6 STUDS STUDS REQUIRED 22%5 STUDS SHEARWAI L CORNER CONNECTION SHEARWAI L CORNER CONNECTION 644.420916ILOSSASUN WI OHVOSIL YBNOAN151U061ASIEN NN10d9WN16 8110 GROG.. STwaw. 1A a DIAMETER EDGE DISTANCE IS.DIAMETER EDGE DISTANCE •a DIAMETER MIN PENETRATION IMEARWMLIODEMN IS DIAMETER MIN.PENETRATION INT0 OPPOSITE STUD GROUP INTO OPPOSITE STUD GROUP '-1.- 1 0 BREAM/NI HOLDOWN CONNECTION SHEARWALL HOLDOWN CONNECTION SEE MND C4UM 15N 11)R 9.SMCWN1 la NARD(41.CAA11ON,w MM.WW44. NDLCONN MD FRD OR0IF PASIVW.p OE OILS MCCCOMN MO 11W 09102 FAS!INOIITMS STRAP TO STUDS IN LOWER LEVEL UPPER STORY HOLDOWN(6D CORNER DETAILS 1ST STORY HOLDOWN(4 CORNER DETAILS APPROVED DATE 6/26/18 45 PFS CORPORATION 180271 Bloomsburg, PA BFTONO Fl GOR SHEAR WALL HOLDOWN CONNECTION It NET UPLIFT• 771 lbs STUDS REQUIRED• 1 2X8 STUDS SIMPSON STRAP• SIMPSON CS18 COILED STRAP STRAP REQUIRED• 1 STRAP TOTAL TENSION CAPACITY• 1705 S OSL FASTENERS REQUIRED PER STRAP• 10 104 NAILS USE(1)SIMPSON C8111 COILED STRAP W1(10)104 NAILS TOTAL*EACH STRAP OR CONNECTION TO WITHSTAND 771 lbs TENSION FIRST Fl OOR SHEAR WAIL HOI DOWN CONNECTION Ll NET UPLIFT• 4898 b4 STUDS REQUIRED• 2 288 STUDS ROWS OF FASTENERS• 2 ROWS 188 NAIL SPACING• NOIDDOWN TO WITHSTAND AN UPLIFT FORCE OF 4898 b•TO BE DESIGNED BY OTHERS BHEARWALL EDGE STUDS ATTACHED TOGETHER WI I ROWS OF 164 COMMON NAILS O P ON CENTER ecSy.• APPROVED DATE 6/26/18 PFS CORPORATION ' Bloomsburg, PA 46 180271 SECTION 3 MARK UP PLANS NP C' IL NO.49508 °' krbr�FGtSTERt7 it fSStON4L 042 06/19/18 cFS/. APPROVED `� DATE 6/26/18 PFS CORPORATION Bloomsburg, PA 47 180271 p /Io .61,6r ,5 eA-alC .. .-.0" y' tea" Ak Anen)UILDII�Caf i , Fr ,T. ' Set Manual If you feel the information in this manual does not comply with the home that you are setting please contact Professional Building Systems, Inc. for further instructions. The manufacturer of the structure,Professional Building Systems,Inc.,72 East Market St.,Middleburg,PA,certifies that this structure is not a manufactured home subject to the provision of the National Manufactured Housing Construction and Safety Standards Act and is:(1)Designed only for erection or installation on a site-built,permanent foundation.(2)Not designed to be moved once erected or installed.(3)Designed or manufactured to comply with the International Residential Code,National Electrical Code,International Energy Conservation Code and...(4)To the manufacturer's knowledge is not intended to be used other than on a site-built permanent foundation. .-/Pi%:::c.' APPROVED DATE 6/26/17 . PFS CORPORATION Bloomsburg, PA I Table of contents 1. Today's Modular Home 3 2. Builder Participation 4 3. Delivery of Your Professional Building Systems, Inc. Home 7 4. Building Codes 7 5. Module Set-up Introduction 8 6. Before Home Arrives 9 A. The Foundation 9 B. Job Site And Grade (See drawing 6.6.1 9 C.Acceptance Of House At Delivery 9 A. House Preparation For Installation 13 B. Placina The Home On The Foundation 15 1. Roll-On Method 15 2. Crane Installation 18 C. Mating and Securing the Home to the Foundation 20 D. Exterior Final Finish Carpentry 23 E. Interior Final Finish Carpentry 23 F. Plumbing 25 G.Electrical 26 H. Heating 29 8. Raised Ranch/Bi-Level Set-Up Instructions 30 9. Two-Story Set-Up Instructions 34 A. Setting And Securing To The Foundation 34 B. Exterior Final Finish Carpentry 35 C. Plumbing - 35 D. Electrical 35 E. Interior Final Finish Carpentry 35 F. Heating 35 10. Split Level Set-Up lnstructions36 11. 5/12 8. 7/12 Truss Roof Pitch Set-Up Instructions 38 APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 12. 5/12 and 7/12 Rafter Roof Pitch Set-Up Instructions 40 13. 9/12 and 12/12 Roof Pitch Set-Up Instructions 43 14. Cape Dormer Installations 47 15. Cape Shed Dormer Installation (Ship loose or Panelized) 48 16. Hip Roof Set-Up Instructions 50 17. Transverse Roof Pitch Set-Up Instructions 52 18. Hinged Overhang Set-Up Instructions 57 19. Raised Roof/Porch Package Setup Instructions 59 20. Panelized Roof Dormer Installation 61 21. Marriage Wall Cross Over Stair Detail 62 22. Panelized Vaulted Roof Set-Up Instructions 64 23. Air Infiltration and Insulation 67 24. Fire Peotection of Floors for Homes to be Located in Pennsylvania 70 25. Firestoppinq of Fire Rated Assemblies 71 i! APPROVED° DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 2 UO , 1. Today's Modular Home Today's Modular home is a single story, two story, or multifamily structure built in sectional units to rigid specifications at our factory. Working conditions are controlled at all times. Sectional units are assembled in the factory to assure quality and compliance with specifications. Additionally, after Professional Building Systems, Inc. quality assurance inspectors examine the home; A Third party inspection agency monitors the inspection process as required by the individual state requirement. Most models that leave the factory and are delivered to your building site are 90 percent complete. The units are completely insulated and have nearly completed electrical, plumbing, heating, and interior trim. The builder does final hookup of utilities and other trim-out preparation for the customer, at the site. Many of our builders are accomplished and successful site builders who have discovered the financial and scheduling advantages of Professional Building Systems, Inc. Their costs, quality, and delivery are predictable. The relationship with Professional Building Systems, Inc. permits the builder to more closely estimate his costs for the project. Although our construction standards are unsurpassed in the Industry, we do not promise delivery of a "perfect" structure. There always will be some adjustments at the building site, costs of which should be anticipated by the builder and allowed for in his total cost estimates. Elsewhere in this manual we outline those adjustments, which are the responsibility of the builder. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 3 ' APPROVED 2. Builder Participation DATE 6/26/17 PFS CORPORATION Set Up and Trim Out Bloomsburg, PA Because a successful relationship with our builder depends on proper handling of the new home at the site, we would like to summarize certain responsibilities of the builder. They involve preparation of the site and foundation, installation of the modules, and trim-out adjustments to the home. It is important that you understand these responsibilities, and plan for them in your cost and production schedules. The following are the primary field adjustments to be made by the builder. The Building Site There must be proper soil conditions and clearances to permit access and movement by the module carrier and the installing crane. Grading around the foundation must be clear, level, and solid. Overhead wires, tree limbs, underground pipes and other items which could be damaged or broken by tall, heavy equipment should be removed, or installed after the home is erected. The Foundation Professional Building Systems, Inc. will supply the builder with plans and specifications to assure a foundation that will fit the delivered home. The foundation's size and square must be accurate and level. We cannot stress the importance of this. The final assembly of the modular is critical to a correct foundation. Please verify this. The builder must supply all sill plates, columns, and caps, the footings must be in place, and the columns and caps must be available on-site for installation by the set-up crew. Installation The correct size crane, proper slings, spreaders, and workmen needed for installation are the responsibility of the builder. The setup crew will install the modules, set support columns, raise and secure the roof, and finish off shingles and gable ends to make the house weather tight. Trim Cut Inevitably, modular wood structures need final touch ups once they are mated to the foundation. Various fixtures and hardware need adjusting, and utilities need connecting. These items are the responsibility of the builder. This checklist will help builders fulfill their responsibility to trim out the home for proper delivery to the customer. Doors and Windows Keep in mind that some warpage may occur when heat is turned on. Turn on heat gradually, then: 1. Adjust interior passage and closet doors for proper opening and closing. 4 silt • 2. Adjust exterior doors for proper opening and closing, and for proper seal. 3. Adjust windows for proper movement. Loose Nails Professional Building Systems, Inc. construction techniques minimize problems at the site, but following transportation, settling on the foundation, and the introduction of the heat expect some nails to pop out. Therefore: 1. Re-nail loose wall panels and ceiling panels. 2. Reset loose miter joints and cove moldings. Drywall Cracks As with popping of nails and screws, you can expect minor cracking of drywall due to movement and warming of modules. Minor cracking at doors, windows, archways, and corners is to be expected, and should be adjusted by the builder at his expense. Minor Scratches The touch up of scratches or imperfections in the drywall finish, moldings, kitchen cabinets and similar surfaces are the responsibility of the builder. Floor Covering Any damage, which occurs to the floor covering after the home is delivered, is the builders' responsibility. Builder should make necessary corrections. Plumbing Adjust trap assemblies at tubs, showers, and sinks for water holding capability, and check all plumbing for leaks. Our experience suggests that these tests be done soon after the units are on the foundation, so any necessary adjustments can be made while plumbing is still accessible. Shipping Damage Professional Building Systems, Inc. stands behind its products and makes every effort to assure that all materials and items ordered are shipped with the home, and that all units are properly inspected and secured at the factory for proper delivery to the site. Policies on shortages, damaged merchandise and defective merchandise are included in the P.B.S. Service & Warranty Manual. crte- APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 5 Typical on-site completed work and inspection criteria: 1) Foundation: per approved plans. 2) Column support as per approved drawings* 3) Column supports installed so that center beam bears 100% on support column plate. 4) Center beam is bolted as per approved drawings*. 5) Units secured together at marriage wall openings per approved drawings*. 6) House secured to sill plate per code /drawings*. 7) Roof system fastened and secured per approved drawings* 8) Basement wall and/or floor Insulation installed as per code / Res-Check requirements (see Data Plate) • 9) Attic insulation installed correctly (no voids, not compressed). 10)Field shingle installation installed per manufacturer's instructions including ridge vent and shingle caps. 11)Field siding installed per manufacturer's instructions. 12)DWV vents installed through roof. 13)Bathroom exhaust vented to exterior. 14)Kitchen range hood vented to exterior or filtered (where permitted by code). 15)Dryer vented to the exterior 16)Unit made energy efficient at joints. 17)Utility connections completed. 18)DWV and Water Supply systems tested as required by code. 19)Water heater discharged properly. 20)Sprinkler system completed /tested /sign or valve tag installed I owner's manual present. (see pages 25 and 26 of Set Manual) 21)Attached garage & 20 minute fire rating &door 22)Required fire stopping accomplished - SEE PAGE 70 AND 71 FOR ADDITIONAL INFORMATION 23)Items documented in the special instructions area on the Data Plate completed. 24)Air Barrier and Insulation Inspection Checklist (if applicable) completed. Copy returned to PBS Quality Assurance Department. 25)Window guards installed where required by code. "THIS IS ONLY TO BE CONSIDERED AS A GENERAL GUIDE FOR TYPICAL ON-SITE WORK AND INSPECTION.SOME ITEMS ABOVE MAY NOT APPLY TO YOUR HOME.FOR ITEMS NOT LISTED,REFER TO THE CONSTRUCTION DOCUMENTS PROVIDED OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. _<,4:1%-: ,4: APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 6 3. Delivery of Your Professional Building Systems, Inc. Home The Site 1. Accessibility to the home site is essential. The driveway entrance must be wide enough to allow turn-off from the road, and the driveway must be sufficiently level to avoid damage to the home modules on delivery. 2. Proper site assembly requires adequate space to place the home next to the foundation. This may require removal of trees and other obstructions. Our drivers have instructions not to enter an area which is improperly prepared and does not allow safe, easy access. 3. Prior to delivery, Professional Building Systems, Inc. will ask for the builder's cooperation in routing homes to the final destination, so that proper permits may be obtained. 4. Professional Building Systems, Inc. and the drivers are not responsible if damage occurs while trying to deliver the units beyond the hard surface roads, or damage that occurs while traveling on hard surface roads near the job site that is not at least 20' wide and have a 15' height clearance. The Builder is responsible for checking routes for low hanging tree branches, wires, bridges, and any other obstacles that may cause damage to the units. Arrival of the Home 1. Your representative should meet the driver at a predetermined location, to direct him to the building site, and to accept and pay for the home. 2. The builder is required to inspect the home upon arrival of the units at the jobsite or staging area. The builder must use the ship-loose report and check off all items shipped in the home. The builder must list any and all damages and shortages at this time to qualify for service or replacement parts at no charge to the builder. 3. The driver will not pull or move a home into an area that could result in damage to the home, its carrier, or the truck. The builder should have equipment on site to move units from the hard surface roads to the foundation. All further transportation costs and/or damage are the responsibility of the builder. 4. When the drivers arrive at the predetermined destination, two (2) hours of waiting time will be maintained at no charge to the builder. Any waiting time exceeding two (2) hours will be billed to the builder at prevailing rates. 5. The builder is responsible for unbolting the modules from the carriers. APPROVED `1,71-•"- DATE 6/26/17 4. Building Codes PFS CORPORATION Bloomsburg,PA Professional Building Systems, Inc. manufactures its homes to meet rigid specifications, including the standard state building codes when applicable. Although we design our products to meet most local building codes, due to circumstances beyond our control we cannot guarantee that we meet all local code requirements. For specifics, the builder should refer to his local building inspector and to Professional Building 7 f Systems, Inc.'s complete specifications. The builder is responsible for informing Professional Building Systems, Inc. in writing of any special requirements needed in his local area. 5. Module Set-up Introduction The following procedures have been established to assist our builders in the completion of the field installation of their PROFESSIONAL BUILDING SYSTEMS, INC. home. Depending on the style of home, installation work in the field will vary greatly and advance planning is of utmost importance in completing the home in a minimum amount of time. Because the field installation work does vary with the particular model chosen, the installer must consult the building drawings for that specific model involved for module connection details and the systems interconnection requirements. Additional drawings are also included at the end of the procedures and are quite often referenced to aid in understanding. Regardless of the style of home being erected, it is recommended that the first section regarding ranch home (2 Module) set-up be read in its entirety, as this section is quite often referred to in the installation of all styles. For homes that are to be set up as display models on a builder's lot follow the guidelines for each relevant section of this set manual and per the approved drawings provided. If the display model is not to be placed on a permanent foundation, alternative but equivalent methods and materials may need to be provided to resist gravitational, wind, and seismic forces. . APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 8 • 6. Before Home Arrives Regardless of the style of home being installed, the following general procedures should be followed in erecting the modules: A. The Foundation The builder is responsible for the foundation preparation, and checking foundation for level, square, correct length and width. There is no tolerance for level when installing a modular home. A foundation that is out of level will cause many problems with the home. It is recommended that the builder use a transit to check the entire foundation, prior to scheduling the set crew. 1. Check plans for proper foundation size, measurements, column or pier placement, diagonal dimensions to insure square, and levelness. Correct as necessary. 2. Apply Sill-Sealer insulation to top of foundation wall and secure a sill plate to top of foundation with bolts in foundation. Bolts should be located 1'-0"from each corner and spaced a maximum of 6'-0" between. SILL PLATE BOLTS MUST NOT INTERFERE WITH FLOOR JOISTS. 3. If the home is to be put on the foundation using the roll-on method, check to see that the rail slots are located one/quarter(1/4) of the total length of the foundation in from each end. The rail slots should be 32" wide and 8" deep. (See drawing 6.A.) 4. The foundation should be braced and back filled before arrival of the modules. Extreme care should be taken so not to damage foundation during this process. 5. The foundation should be exposed a minimum of 36" if the roll-on method is used or 18" if crane is being used to install the home on the foundation. B. Job Site And Grade (See drawing 6.B.) 1. Access road must be hard packed and have minimum of gradual turns to prevent damage to home (no right angle or sharp turns). Road should have a minimum clearance of 20' width and height of 15'. The grade of the site should not have more than 1' rise in 20'. Moving units over rough terrain will cause excessive drywall cracks and can cause damage to windows and other areas of the home. 2. The unloading area (usually the front of the house) must be level and hard packed. It must be cleared 20'-0"from the foundation wall and the entire length of the house. Egress must be possible for the delivery truck from this area. 4. Positioning of the modules, at the site, should be accomplished by a dozer with a rear ball hook. It should be also used to stack and position the undercarriage frame for the safe storage until the return trip. .%' APPROVED 17 C. Acceptance Of House At Delivery ORA PFSS C CORPORATT ION Bloomsburg,PA 1. The Builder or his authorized representative must meet the house upon delivery at the job site. 9 • 2. Assurance must be made that the house shipping papers match specifications ordered. 3. Ship loose items must be checked and signed for by the Builder or authorized representative with 24 hours allowed to check out the packaged items under any given category. 4. Any damages, shortages, or any obvious discrepancies must be noted on the shipping papers before the drivers are released. ``' APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 10 - -- 1 6.A. - Roll On "I" Beam Placement • SII plate cut tack 8"to ease ' , SJI plate insulation insallaaon after completion of set-up co IA v 9 7:‘,y D lt- 3 O J Sib plate P beam v . 0 .7432"/ ir4D 0 T i CO z v o i I -- nE cI M 6.B. - Site Access } Distance y Distance), Y 270" r / 27-0" f is Continuous••omelet.sit p to J Foundation Level and clear for crane T £ C' o orUw Wn sea AD 3 C mis c 0 12 D 0 eb fie" (15.0"minimum height clewancel „ N • 7. Single Story Two Module Ranch Setup Instructions A. House Preparation For Installation 1. While the modules are along side of the foundation, clear the marriage walls of all plastic, paneling, nailer strips, nails, etc. to insure a close fit. 2. If the home was ordered with optional sheathing on the marriage walls, cut out all doorways and archways after home is on foundation. 3. Utilizing a reciprocating or hand saw, remove all top and bottom plates at doorways along marriage walls, and temporary framing, being extremely careful not to damage carpet or vinyl floor covering. (Do this after set on foundation) 4. Check all ceiling insulation, making sure all insulation is properly in place. 5. Apply Seal-Type Insulation (Builder provided) along the bottom, top, and both ends of one marriage wall to prevent heat loss after modules are together. (See drawing 7.A.5.) The set crew is responsible for insuring this area is energy efficient. 6. Reference the electrical prints of home for locations and uncoil electrical leads. • 4{,a? .. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 13 7.A.5. - On-site Marriage Wall Insulation i i l -. Q ''yy'ssii" get v �N DW r 0prny ,n3 A �pp. = va a o iT -0N Typicalain • !.d D FP " Opening -sA raiz Q Seal IYpe insulation applied to one marriage wall only to prevent air inftrabon Elevation View of Marriage Wall between modules(provided by budder) Note. Set-up crew is responsible for makng unit energy efficient per applicable budding codes. i A B. Placing The Home On The Foundation The modules can be placed on the foundation by choosing one of two methods: crane or roll-on. Both methods have advantages to each, and local set crews can better inform you as to which method is best suited for your site location and style of home. The roll-on method can be used only on ranch and raised ranch style homes (2 module homes)while multi-module homes require a crane for proper maneuvering. 1. Roll-On Method a. Install 2 each 24'-0", 26'-0", or 28'-0", 32'-0" (depending on width of home) I-Beams (8" wide flange minimum) across foundation in knockouts in foundation. (See drawing 6.A.) Be sure top of I-Beam is below top of sill so I-Beam can be removed after house is on its foundation. b. Shore up center of each I-Beam. Install cross ties to keep I-Beam from moving or twisting. Crossties could be secured to sill on sides. c. If not already done, position Unit "B" (first half of house-normally rear half) parallel to the foundation with approximately 36" between the module and foundation. d. From underside of module, remove lag bolts used to secure home to carrier during transportation. e. If the home has a 5/12 or 7/12 roof, in is suggested that the roof system be lifted into position at this time. Refer to Section 11 through Section 17 of this manual for necessary instructions. f. Using 3-Ton Capacity Jacks position them near but not directly opposite the I-Beams in the foundation and jack the module up. If possible, locate jack under an interior partition. g. Avoiding the jacks, remove the undercarriage carefully. h. Butting one end against the I-Beam resting on the foundation wall, install another I-Beam (24'-0", 26'-0", or 28'-0", 32'-0" depending on width) under the module. Install blocking under the opposite end and center span of these I-Beams. After assuring that the I-Beams are straight and level, secure the ends together by using 2 ea. 3/8" plates, 16" long with 6 ea. 3/8" x 1 1/4" machine bolts. (See drawing 7.B.1.) i. Install rollers (4 ea.) centered on I-Beam and under perimeter of unit. Straighten and square rollers with I-Beam to assure a straight line traveling. Wedge in place. (3" x 12" rollers with 1-1/2" hex shaft and bearing are suggested) j. Check to assure that there are not any pipes or wires hanging below the module that may be damaged by hitting the top of the foundation. Remove APPROVED wedges and push unit across equally on each end. Adjust roller direction DATE 6/26/17 by tapping on one corner or the other as needed to assure proper PFS CORPORATION alignment when in place. Make sure module is aligned with edge of Bloomsburg,PA foundation. When in place, wedge rollers securely. k. Using 1/2" x 4" x 4" steel plates on top of jacks to eliminate damage, install hydraulic jack in each foundation knockout next to I-Beam. Raise outside of unit evenly, remove outside rollers, and let unit down evenly on foundation wall. 15 I. Under the inside wall install jacks on center support of I-Beam if room is available, otherwise set jack on 6" x 6" post. This post should be secured to foundation pillars if possible and on a solid base. Raise inside of unit, install 4" shims under end walls between sill and band joists and under band joist and I-Beams. Remove rollers and lower module evenly onto shims. (See drawing 7.B.2.) m. After completing the above steps, repeat steps a. through I. with second module. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 16 7.B.1 . - Roll-on Home Setting Detail Unit shown In final postop Dotted lines indicate unit ham" in starting position I Direction of movement `� -] m (A �T <\ o 0 m j 3 7 lac a N D a O. A O — Steel"r beam I I I I I ! I I I I I I f I Das -fn1awaaa I 111111111.1111 I Cribbing I l 11111111111•1111111111111f TI♦111111•111111111111111111/ , _ Elevation View of Gable End 318"plate x 16'long with(6)31&x 1 1/4" machine bogs Splice Plate Detail 2. Crane Installation Individual module weights vary depending on length, width and style of home to be erected. This, along with the distance the crane has to "reach out" to the foundation, drastically affects the size of crane needed to erect the home. Please consult your local crane companies to determine what size would be needed for your particular situation. (Estimated module weight = 40 -45 lbs. / s.f.) a. If the home has a 5/12 or 7/12 hinged roof, it is recommended that the roof be lifted into position at this time. Refer to Section 11 through 16 of this manual for necessary instructions b. The cradle used to erect each module should be constructed so that it is capable of telescoping to conform to both width and length of the modular units being set. Straps or cables should be used to under-sling the module to the cradle. Straps should be plumb from the cradle to the point where they meet the floor of the module, which should be 1/4 distance in from each end. In areas where straps rub against siding, fascia, windows, or doors, place a 2" x 4" block between strap and home to prevent damage. c. Begin to raise the module. Outward pressure should be applied to both sides of each strap to insure that the module remains centered on the straps. During the craning operation, it is essential that the bottom of each module remain level to avoid lateral stress on exterior walls, which can rack the module and prevent proper alignment when the sections are joined together. d. Set module evenly on foundation. Place 4" shims under each end of module at marriage wall between band joist and sill plate. (See drawing 7.B.2.) Install 1o97 e. Columns per foundation print for proper spacing and location. FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN UNEVEN FLOORS. f. Remove straps and proceed to 2nd module and repeat steps a. through d. NOTE: Additional rigging is required by the set crew, in specific areas, when offsets occur. NOTE: It is recommended to use a 3 or 4 point pick on all homes over 56' in length. 1,'-"1 APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 18 7.B.2. - Shiming of Marriage Wall Floor Perimeter During Set of Home 4 Rc W y Q . 8 n 3 p rn ao a so n N 32 CeN Zi M J r Q O ril /"'4"Shim Z v — _ / /—Suowe 111111111=-1•1-INIIIIIIIIMMINIIIIIIII11111111111111111111111111111111 y�a���.:, ya-:::. E evation View of Gable End • B. Mating and Securing the Home to the Foundation 1. Be sure both units are aligned with the foundation, the end walls are going together flush, and the floors butt together tightly; use a come-along to accomplish this. (Note: Because of shims on sill plate under marriage wall band joists, there will be a gap at the roofline.) 2. Install two hydraulic jacks under the center floor beam at 1/4 end points. Raise floor evenly, remove shims, and lower equally. Boxes should fit tight together. 3. Lag screws must be installed in center of the perimeter joists under the marriage walls where modules come together. These lags should be spaced 32" O.C. with factory-supplied lags. 4. Starting at the one end, level the floors at the center seam by adjusting the jack posts. Assure that factory installed doors are working properly and that door openings are level and even. Some adjustment may be necessary by builder. 5. Sometimes a misalignment will occur showing up on the end walls or interior marriage wall archways and/or doorways, which will not be flush. This can occur as a result of an un-level foundation, improper adjustment of basement center supports, transportation due to irregularities in road conditions, or from "flexing" of the modules during setup. The problem is recognizable in the following manner. The modules will be flush at the end walls and doorways at the floor, but a discrepancy will start to become evident as you go up toward the ceiling or roof. This can be easily remedied at this time with the use of a come-along. Attach a come-along and chains to ceiling of opposing modules and apply pressure to bring them back into alignment. Secure in place with 16d nails and 4"x6" straps before releasing come-alongs. FAILURE TO TAKE CORRECTIVE MEASURES AT THIS TIME RESULTS IN EXTENSIVE WORK AT A LATER TIME. (See drawing 7.C.5.) 6. Install shingles at roof peak taking care not to cover ridge peak to prevent airflow. 7. Install continuous ridge vent per manufacturer's instructions. MAKE SURE THE FELT PAPER AND ROOF SHINGLES DO NOT COVER THE RIDGE PEAK AND RESTRICT AIR FLOW. 8. On certain styles of homes, it will be necessary to install roof vent caps in areas where exhaust fan ducts are protruding through the roof. Apply mastic to vent cap and install by lifting upper shingle and sliding vent cap under this shingle. Secure to roof with roofing nails. 9. Secure house to foundation by fastening provided narrow strip of exterior sidewall sheathing along bottom of floor perimeter rail securing it into unit with 8d nail 2" O.C. and sill plate with 8d nails 2" O.C. (Width of sheathing strip will vary depending on model, ceiling height, and floor joist size)wall perimeter sheathing strip into floor perimeter F;. sx . APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 20 10. If not already done, secure center floor beam to jack post columns. For maximum spacing of supports or pillars, refer to foundation prints. 1. Secure units together at interior marriage wall openings using provided metal straps. (3 each side and 1 across the top of the opening with 6d nails) Be sure the walls are the same width at the top, bottom, and center. Shim walls apart or clamp together as needed to align. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 21 7.C.5. - Adjusting a Racked Roof Ceringrroofpenmeter �� V—Steel roof bracket lagged Roof or ceiling A to cn.ing/root penmete (` `: "B"module ;`� ' m � rj c xp n D - . \ ' Roof or celing s� "A"moduile Steelb2ckel lagged to ce ling/roof perimeter Isometric View of Roof N t.i C. Exterior Final Finish Carpentry Vinyl Siding 1. If not completed at the time of the set, fasten provided narrow strip of exterior sidewall sheathing along bottom of floor perimeter rail securing it into unit with 8d nail 2" O.C. and sill plate with 8d nails 2" O.C. (Width of sheathing strip will vary depending on model, ceiling height, and floor joist size.) 2. Install provided starter strip around perimeter of home by measuring down appropriate distance from second row of siding. Hook bottom row of siding on starter strip and secure per manufacturer's instructions. Using siding "zipper" tool, hook second row of siding to bottom row. 3. The siding manufacture requires on site flash of the corners of the home, it is accomplished by bending a 10" wide piece of aluminum rim coil 90° (builder supplied) so you have two 5" legs. Cover the entire length of the corner lapping the upper pieces over the lower pieces. Install the outside corners. Apply horizontal siding to ends of home per siding manufacturer's instructions. 4. Complete installation of the exterior siding. 5. Install exterior soffit, fascia, J-channel, and drip edge to overhangs. D. Interior Final Finish Carpentry 1. At marriage walls, seam carpet-to-carpet areas with seaming tape. Install threshold molding at carpet-to-vinyl areas. 2. Install all interior pre-hung doors. Installation varies depending on style of home and thickness of marriage wall. (See drawing 7.E.2. for details) 3. Adjust all other factory installed interior and exterior doors. Exterior doors were only temporarily installed at the factory to ease the adjustment process. 4. Trim out all archways, including cathedral areas, where applicable. (See drawing 7.E.2.) 5. Check entire home for drywall "stress cracks" which may have occurred as a result of shipment, setup. etc. Repair as necessary. 6. Complete all casing and base molding where needed. : As ": APPROVED �DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 23 7.E.2. - Marriage Wall Passage Door Details Door casing with 3116"reveal Ooor jamb board Drywall corner bead(typical) Ma Metal plate Metal plate-, ■ Metal plate Base trim Base trim ■� Shang door track -p /„ ��gl 5 (�CO D "Y Doorjamb 1111 c ° T j board VPm b to xi board a w a 13n v z 13 D ae. z Door Door casing with Door casing with Drywall corner bead, -1 i-+ 0 3116"reveal 3/16"reveal M • ril Z 0 Base trim Base trim Base tdm Floor guide Sliding Door Cased Drywall Finished Marriage Wall Opening Marriage Wall Opening Marriage Wall Opening IJ a F. Plumbing 1. Hot and Cold Supply a. All Water supply lines to fixtures are stubbed through floor and hookup of all horizontal runs underneath floor is the responsibility of the builder/developer or others. Water supplies are color coded (red or blue). b. Connect cold water supply lines with underground supply line source for house. c. Connect the hot water distribution systems to the hot water heater being installed. DO NOT TURN ELECTRICITY ON TO WATER HEATER UNTIL IT IS FILLED WITH WATER. If electricity is turned on prematurely, damage to the water heater will occur. d. Test entire water system per local code requirements upon completion. Although testing was performed at the factory prior to shipment, leaks will sometimes occur as a result of shipment, set-up, and/or on-site plumbing. 2. Sanitary Drainage Systems a. All drain lines to fixtures are stubbed thru floor and hook up of all horizontal runs underneath floor is responsibility of the Builder/Developer or others. All drain lines are labeled. b. The soil waste stacks from the toilets, utility areas, and kitchens are stubbed through the floor framing for the field contractor to make the approximate waste line connections, depending on the sanitary facilities installed in the basement and the exact location of the soil waste line. c. Depending on the overall height during shipment and the particular model chosen, it may be necessary to extend the soil waste stacks through or above the roof to the required height as mandated by each individual state and applicable codes. Necessary material has been provided for this to be accomplished. d. Test entire drain system per local code requirements upon completion. Although the testing was performed at the factory prior to shipment, leaks will sometimes occur as a result of shipment, set-up, and/or on-site plumbing. 3. Sprinkler System a. All sprinkler supply lines are stubbed through the floor and hookup of all horizontal runs underneath the floor and crossover connections between modules are the responsibility of the builder/developer or others. b. On-site connections are to be per the approved drawings and as required by the sprinkler piping manufacturer's installation instructions. c. Upon completion of on-site connections the system shall be filled with water and the air bled from the highest and farthest sprinklers before pressure testing is applied. Air must be removed from piping systems to prevent it from being locked in the system when pressure is applied. Entrapped air can generate excessive surge pressures that can result in bodily injury and/or property damage. The system is then to APPROVED be tested at water pressure of not less than the working pressure of the system for not less than 15 minutes. The water used for tests shall be DATE 6/26/17 obtained from a potable water source. PFS CORPORATION Bloomsburg,PA 25 d. Leaks, if any, shall be located and materials repaired or replaced. The system shall then be retested. e. Where sprinkler pipe is located in unconditioned space, sufficient insulation must be installed over and /or around the pipe to prevent freezing. f. A final inspection of the system shall be conducted to verify completion of the system. This inspection shall verify the following: i. Sprinklers are not painted, damaged, or otherwise hindered from operation. ii. Where a pump is required to provide water to the system, the pump starts automatically upon system water demand. iii. Pressure-reducing valves, water softeners, water filters or other impairments to water flow that were not part of the original design have not been installed. iv. The sign or valve tag required by Section P2904.7 and NFPA 13D Section 6.3(5) is installed and the owner's manual for the system is @rt' APPROVED present. DATE 6/26/17 NOTE: For sprinkler systems designed and installed in accordance with the 2009 PFS CORPORATION International Residential Code Section 2904 (see approved drawings for code Bloomsburg,PA complied with),the Sprinkler Water Distribution System Inspection Form, provided by the manufacturer is to be completed. G. Electrical 1. See electrical prints for circuitry and location of panel box. 2. Electrical connections between the two modules are made at a junction. Boxes are in the attic cavity near the gable end of the home. These connections, made with wire nuts provided, are the responsibility of the builder/developer or others. (See drawing 7.G.2.) 3. The circuit panel box has been pre-wired and tested at the factory. It is located on an exterior wall with a conduit run beneath the floor for homes being placed on a crawl space. For homes being placed on a full basement, it has been wired to accommodate installation in the basement with excess wire to facilitate ease of installation. Lower electrical panel into basement during set. 4. On models being placed on a full basement, a wire (14/3)will be found extending beneath the floor near the basement stairwell. This wire is to be connected to a 3-way Switch (provided by builder) to control the stairwell light. When installing this switch, the "black"wire should be hooked to the "common'terminal on the 3- way Switch. 5. On models being placed on a full basement, another wire (14/3) will be found extending beneath the floor in an area directly beneath a factory installed smoke detector on the main floor. These wires are to be connected to an additional smoke detector(provided)for installation in the basement. Please refer to manufacturer's instructions with the smoke detector. (See drawing 7.G.5.) 6. Install all exterior lights (provided) as shown on electrical plans. 7. CHECK ALL LIGHTS, RECEPTACLES, APPLIANCES AND ANY OTHER ELECTRICAL DEVICES TO INSURE PROPER WORKING ORDER! 26 7.G.2. - Typical Crossover Electrical Connections Junction box 1,Smoke Detectors not on all models, 2.Do not mix#12 gauge wire with#14 gauge wire. 3 All#12 gauge grounds may be connected together. Black Black 4.All#14 gauge grounds may be connected together. To circuit While While To circuit 5.Match colors(do not mix black with black). B.Cross-over wires are in the gable end attic area Ground Ground of ranch and second floor of two story models. 7.Cross-over wires are located behind the knee walls on Cape models. 8.All connections to be made in accordance with the Black Black National Electric Code or other appkcable codes. While White 11t�• 9 Complete operabonal test must h peformed after To crcuit Red Red To chow( be to D U. all hook-ups are completed. Ground Ground $ C m *id 3 N = 9 Co a aA Junction box C M C Black Black ZQ White _ While To circuit Red Red To circuit Ground Ground Wre nuts Black Black White While To smoke detector Red Red To smoke detector Ground Ground J 7.G.5. - Basement Smoke Detector Installation Bare copper ground Black 14/3 wire to other Smoke Detector Whitesmoke detectors) if applicable Factory Installed Red III<7�4 Ground Orange Blanc a' Wh.ie T h ' 14/3 vire tilD CU. ala 0 3 � v III First Story Floor 3 0 a -o d Black White Ground swag Interconnection Wire Basement • Smoke Detector Builder Installed N 00 H. Heating 1. Electric Heat 1. Electric heat elements are all pre-wired with the exception of wire connections between modules. These connections are made in junction boxes similar to light and receptacle circuits. (See drawing 7.G.2.) 2. Hot water Baseboard a. Baseboard hot water element plumbing is stubbed through the floor with the builder/developer or others installing all horizontal plumbing under the floor connecting the furnace and all accessories. (See baseboard heat print for the particular model chosen) b. TEST ENTIRE SYSTEM, INCLUDING ELEMENTS, FOR LEAKS PER LOCAL CODE REQUIREMENTS 3. Forced Hot air a. Floor mount registers (optional)will be installed on all models requesting Forced Hot Air. Wall returns (optional) may also be installed. (see plan) b. Supply and installation of all furnaces, heat ducts, and plenums will be the responsibility of the builder/developer or others. c. Supply and installation of any or all fuel supply lines are the responsibility of the builder/developer or others. NOTE: CHASES, OR AREAS TO ACCOMMODATE THE BUILDER'S FLUE OR CHIMNEY CAN BE MADE, IF SO NOTED AT THE TIME THE ORDER IS PLACED. LOCATION OF THE BASEMENT FURNACE MUST BE IN THE GENERAL AREA UNDER THIS SPECIFIED AREA, SO PLANS SHOULD BE MADE ACCORDINGLY. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 29 8. Raised Ranch/Bi-Level Set-Up Instructions The installation of a raised ranch home follows all the same procedures described for the single story ranch home instructions beginning on page 13. In addition, the following procedures should be followed: 1. Remove temporary flooring in foyer area and construct landing and stairs per drawing 8.1. NOTE: Lower stair riser height will vary depending on overall foundation height and cement floor thickness. This must be considered when constructing stairs. 2. Complete framing of area surrounding exterior door. (See drawing 8.2.) Install exterior door per manufacturer's recommendations. 3. Insulate module floor area extending beyond foundation. Install J-channel and soffit as shown on drawing 8.3. 4. Install inside and outside exterior corner posts in foyer area and complete siding installation in this area. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 30 . ca. . i . L-`.,r.hoI, d '�Pant _ � .rfrj .a:aD[:..tu , 7 N.J."—t.,11r0(4 ,11,1) ii 3. \ V 11 t' a m to D „ s-rn7maau, 3 0 m =: :a,ur (ey cTarzi� . m .. c c TI 2'o 0 a 3 r, 0,t .r .1 - L,nfJ(4/nd; 9 N wa X - :MIidid i_titale. .) D pi A '.',;'CrrX-MK t� } rg y �(ye h'y..a p 0 C —3 e Z ° 3_ a r ,inky rr.sMlg•g.iltta) Ika1v AO un Nbrs:ckbd8(4euciv1.,its YRi leSiI%{1hY gyeiriCg cA4;41.::YrcWilik,ty yr,/it r 74 4r1.)3 lag?f,fxSlNMi4S1 Laid. W 8.2. - Raised Ranch Door Framing 4,, y-r 4, T Cc-,.: Vanes er anN Oni . kc 0 n' �� "\'— , p p in 3 a /_■II ---r :a 0 ON I MEM _Mb Sill plate(by others) Frame on-site j ON1 A -iiiiiiii.i1iiiii, / walls flush - M J in Mill �}ith factd ory la Si I insula!on(by others) 0 m a —s opening V Z o , aIna //// �111/ Notes: 1. All on-site work to be in compliance with local acd/or governing codes 2. All on-site materials supplied by others. w N -te:% APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 33 9. Two-Story Set-Up Instructions This section sets forth the steps to complete field installation of PROFESSIONAL BUILDING SYSTEMS, INC. two-story homes. The field installation work varies with each model; therefore the installer must consult the building drawings for the particular model involved for module connection details and the systems interconnection requirements. This, along with the following general procedures, should be followed in erecting the modules. A. Setting And Securing To The Foundation 1. Follow"HOUSE PREPARATION FOR INSTALLATION" detail as outlined on page 13. 2. Place the bottom two modules ("A" & "B" units) on the foundation utilizing the Crane Installation Method as described on page 18. 3. Mate and secure the modules to the foundation as described on page 20. In addition, secure "A" unit first floor ceiling band joist to "B" unit first floor ceiling band joist with 3/8" lag screws 4'-0" on center. 4. Check for exhaust fan hoses that may need to be run to exterior sidewall vents. Hook up as required. Also at this time appropriate measures need to be taken to insure necessary fire-stopping per code. 5. BEFORE INSTALLATION OF ANY SECOND STORY UNIT CHECK ENTIRE FLOOR PERIMETER FOR VOIDS IN INSULATION THAT MAY HAVE FALLEN OUT DURING TRANSPORTATION. IF FOUND, INSULATE THOSE AREAS. THIS CANNOT BE DONE AFTER THE MODULES ARE SET, THEREFORE IT IS IMPERATIVE THAT IT BE DONE AT THIS TIME. Prepare "D" unit for installation. 6. Attach crane as previously described. If the home has a 5/12 or 7/12 hinged roof, it is recommended that the roof be lifted into position at this time. Refer to Section 11 or Section 12 of this manual for necessary instructions. If the home has a hip roof, see Section 16 of this manual. If home has a transverse roof see Section 17 of this manual. 7. Locate wiring drops and position into areas designed to accommodate. 8. Check for proper alignment at corners and at marriage wall and lower into place. 9. Fasten "D" units floor perimeter into"B" units ceiling perimeter with 16d nails 12" O.C. 10.Repeat steps 5 through 8 for"C" unit. 11.If the home has a hinged roof overhang along the sidewalls, it should be lowered into position at this time as described on page 60. 12.Secure top modules ("C" & "D") to bottom modules ("A" & "B") around entire perimeter by fastening a section of side wall sheathing (provided) in voided are between top and bottom modules around entire perimeter, overlapping from top to bottom modules and fasten with 8d nails at 2" O.C. into floor perimeter and 8d: 2" O.C. into ceiling perimeter. . APPROVED DATE 6/26/17 PFS CORPORATION 34 Bloomsburg,PA B. Exterior Final Finish Carpentry Vinyl siding: 1. Refer to instructions as described on page 23. C. Plumbing (including sprinkler systems) 1. Complete plumbing hook-ups between first and second floors in areas designed to accommodate. 2. Follow plumbing instruction as described on page 25 Section "F". `;m 3..—: APPROVED 3. Test entire system as described on pages 25 Section "F". �" D. Electrical DATE 6/26/17 PFS CORPORATION 1. See electrical prints for circuitry and location of panel box. Bloomsburg, PA 2. Electrical connections between second floor modules ("C" & "D" units) are made in junction boxes in the attic cavity near the gable end of the home. These connections, made with wire nuts provided (see drawing 7.G.2.). Electrical drop from second floor modules to be pulled through factory provided wall chase for connection to electrical panel in basement. E. Interior Final Finish Carpentry 1. AFTER TESTING ALL PLUMBING AND ELECTRICAL, install all drywall in areas where it was left off, to accommodate installation of plumbing and or electrical. Finish drywall as recommended. 2. Install and finish drywall in stairway area. 3. Refer to page 23 -for interior door, archway, and carpet finishing details. F. Heating 1. Electrical Baseboard a. Electric heat elements are pre-wired, with the exception of wire connections between modules. These connections are made at the junction boxes in the attic or are taken directly to the panel box. (drawing 7.G.2) Refer to drawings showing heat layout for particular model. 2. Hot water baseboard a. Elements in the first floor modules are installed with plumbing pipe stubbed through floor: b. Second floor has continuous loop that must be connected to supply and return lines in the plumbing chase and connected at the marriage wall of upper modules. Some modules with open foyer or cathedral on first floor require a connection of heating pipes in the ceiling at access provided c. TEST ENTIRE SYSTEM, INCLUDING ELEMENTS, FOR LEAKS PER LOCAL CODE REQUIREMENTS. 35 • 10. Split Level Set-Up Instructions This section sets forth the steps to complete field installation of PROFESSIONAL BUILDING SYSTEMS, INC. split-level homes. General procedures are identical to the ranch home, two-module, set-up previously described with the following exceptions. Additionally, the installer must consult the building drawings for the particular model involved for module connection details and the systems interconnection requirements. A. Set and secure the lower two modules ("A" & "B") to the foundation. B. Next, set upper module that has hall/stairway in it, aligning it with lower module area built to accommodate. C. Set fourth module into position. D. If the home is a "T-Split", complete roof valley construction per the following: (See drawing 10.D) 1. Measure and cut ridge beam to extend parallel and level with roof ridge of lower modules into roof of upper modules. 2. Snap a chalk line from point of ridge beam where it meets roof down to overhang of lower modules. 3. Measure from ridge beam to chalk line and cut "rafters" to necessary length. On-center spacing will be determined by on-center sparing of the roof on the modules. 4. Cut and install roof sheathing in the area as required. 5. Install necessary"valley" flashing, felt paper, and shingles to complete roof construction. E. Complete: EXTERIOR FINAL FINISH CARPENTRY, INTERIOR FINAL FINISH CARPENTRY, ELECTRICAL, PLUMBING, AND HEATING as described previously. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 36 • 10<.D. - T-Ranch en Ridge cc No t U. ` On-site Vaaey framing 03 E. O m : u, 3 xi C p y D DoN '+ O 0 -1%2 Roof Plan View 2 _ 2X Ridge Board 1 IC..,' It_1 2X-afters �] lower I ['LI—i Mccole ��7 n� '1�: Roof iiF 7 0 1 f 1 1 1 Liii Ll t lJ . Elevation View w J 11. 5/12 & 7/12 Truss Roof Pitch Set-Up Instructions This procedure is designed to provide ease and simplification of set up for PROFESSIONAL BUILDING SYSTEMS, INC. 5/12 & 7/12 Roof Pitch System. This procedure applies only to the 5/12 & 7/12 Roof Pitch and MUST NOT be used with any other design or system. • 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. After checking trusses to assure they are free to move, lift top hinged portion of roof up to same angle as the lower fixed portion. USE EXTREME CARE: DO NOT RAISE ROOF TOO HIGH AS DAMAGE TO THE TRUSSES AND/OR ROOF SHEATHING WILL OCCUR. 3. Lift up the shingles at the "hinge area" and nail overlapping roof sheathing of top portion to the top chord of the bottom portion truss. FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 4. Fasten overlapping roof sheathing from rafter extensions to top chord of roof truss with 8d nails 8" O.C. FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 5. When necessary shim between ridge beam and fasten together with 10d nails at 6" O.C. This shim should not be continuous. Complete shingle installation at hinge area and at peak. Install ridge vent per manufactures instructions. 6. Install gable end panels. 7. If the home has hinged eave overhangs,refer to instructions on page 60 at this time. Size of boxes and floor plan layout will dictate. 8. Install exterior siding, soffit, fascia, J-channel, and drip edge as previously described on page 23 Section "0". 9. Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 38 t t r M ,tC 1187 e IsCr 0) C_ / a) z -- tn F LL 5 N i L 5 / I I\ m 31 X11 -0 cn N ( %� 6 ij A Yf ` f8; O I D - I LL' o u o 6 I ,u ..00, .0 0`y' . 7 0 2;3. °9017, 4 2 I 1 IV ®bescoereeo `© _I 'C ue @{ is tw •S:$41.41::: oa Sg�c'gl¢e rF � o W._ Z ex ,. E1:4-55:>-;kir...:- e.;yr 71'1�c �+, CONNECTIONS AND TRUSS DESIGN SHOW ARE TYPICAL AND NOT FOR CONSTRUC1IC°1111!I% BUILD EI✓SET CREW SHOULD REFRENCE APPROVED TRUSS CALCULATIONS AND DRAWINGS IN 09/29/11 APPROVED PACKAGE INCLUDED IN HOME FOR SPECIFIC FASTENING. 1 4.4"'",k" '.s APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 39 4i APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 12. 5/12 and 7/12 Rafter Roof Pitch Set-Up Instructions The erection of a 5/12 or 7/12 roof varies depending on the width and particular model chosen. PROFESSIONAL BUILDING SYSTEMS, INC. offers several different styles of these roofs on various widths of homes. Whether the roof being erected is on a Cape Cod or a Two-Story home, these general procedures can be followed, but the installer must consult the building drawing and instructions shipped with each house. A. 5/12 and 7/12 Rafter Roof Pitch: 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise the rafter roof section. Be sure not to raise it beyond proper height or you will damage the roof rafters and/or roof sheathing. 3. As the roof is being raised into position, install the knee walls (reference the detail drawings included with the home for the knee wall locations). Knee wall studs should be in alignment with the rafters and ceiling joists, adjust knee walls accordingly. 4. Adjust the knee wall so it is straight and plumb. When applicable it should be resting against, not on the floor decking that has been installed. The knee wall should be directly on the first floor ceiling joists. 5. Check to insure that the distance from the top of the floor decking to the bottom corner of the rafter at the upper hinge point is correct (reference the detail drawings included with the home). 6. Run a string line above the knee wall against the bottom of the roof rafters. Check for high or low rafters and shim knee wall between floor joists in appropriate areas. When complete, secure knee wall to floor joist and rafter/cord block with 2-16d nails into each member and 1-26 gauge strap with 3-10d nails into knee wall and rafter/ceiling joist (reference drawing 12.A.) 7. Proceed to exterior at eaves and make sure roof sheathing lines up and fits flush with roof sheathing on overhang. Nail this sheathing extension of the overhangs with 8d nails 8" O.C. nails per rafter. FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 8. Repeat steps 2 through 7 for second module. Measure the distance between the knee walls; add whatever space there is between the two modules at the marriage walls. It is not always possible to get them tight, so this distance can vary (reference the detail drawings included with the home). 9. Install the remainder of the floor decking starting with the row that was installed at the factory (reference drawing 12.A. for proper fastening) 10.Now install the gable end walls with the sheathing side out and flush with lower level wall sheathing. There will be approximately 1/2" gap between top of gable 40 end and the bottom of the last rafter. Shim accordingly. 11.Attach collar ties (provided) into each rafter at each end (reference the detail drawings included with the home for placement location) fasten with 26-16d nails into each rafter (reference drawing 12.A.). FAILURE TO INSURE THIS MEASUREMENT WILL RESULT IN AN APPARENT "DIP" IN THE ROOF WHEN VIEWED FROM THE EXTERIOR. 12.Raise upper roof sections into position. Make sure the rafter section at hinge lays down tight, flush, and straight onto the ledger before nailing. Adjust ledger strip if necessary to be sure there are no high spots. If rafter does not seat properly, the high spots will throw the roof sheathing out of alignment. Fasten upper rafter headboard to lower rafter headboard with 10d nails 6" O.C. Fasten extended roof sheathing from upper rafter into top of lower rafter with 8d nails 8" O.C. (reference drawing 12.A.) FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT fN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 13.Cross nail the ridge with 10d nails 6" O.C. (reference drawing 12.A.) 14.There should be a 1/2" space between top of gable wall and bottom of upper rafter sections. Shim accordingly. 15.Install roof dormers if applicable. Refer to instructions on page 49 and/or page 63. 16.Install gable end wall window(s) or vents if applicable. 17.When applicable, if the home has a set of stairs that crosses the marriage wall see Section 21. 18.Apply drip edge, felt paper, shingles, and ridge vent per manufactures installation instructions. 19.Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. • Z" k!j APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 41 • • w -- --_-_-. c n° 12.A - Typical Rafter Roopril 27,f On- site Fastening 004 M n Ream Euension-- RM -I y \ .- Ir ;s Vent 12 0 -007JZ A to to P. ; I f-:@ nl y L 1 M s N xo 2 O o-i3TMRJ 12 Imo..-' 'CC—, j_•p A M a , -Co by T. -� m N re"-, psN' n-F1 wuew;.^6� Rabe. c; ei in A n1 ea-1 i ,bt--J y,.j F - s� -c2i 20 ;Eti Jy'7 a I / 4 ..\,Ni- E' \: e rj r t7 Z }f TTi ,n iP�1RtliT?iR^"�A°\4 ��., di. f 4 a C m 0 uw.+g Jaab. a Ceding Jonas • H O U' o vo ... a_ o A r0D 3m(nA pr c• 9 kik 9 0 ? 13 n c n Fastening Schedule naN Au+D a. 2-'ea nags+2"OC D NNa 6, Bd net!6'O C Mann nailing arta eat rafter .4 0 1)2 ,CI '-6d nw I or gusset ma's ansib./see nae below/ M C 1-0 Of 26 Gnslrapwr'-1:dna Is each raper install on oppose pin W tseenaww e +) 0 n 2o 'El 26 GA sirup w",1tdnailsneach lest Oat note Selma) Z O 5 'F' 2-16Ena into tads on IX+ck 11'_I11 .0 2.160 nags into eacnening 1psl QC 'H' '-16d rab tnroeg',CO(l a inb each falter(Sea note eNpwl -l2n kOstla6 f• ',''fid nags WO C.1^rpgnsheang into Rahe' Z L )) ): S......>,.(4)„�it :J' Wanes trough healmatl m: K 10t1 ase G)CJ N te.`a•S.en `• tc,s,�0 L'' 8 s6"tag scree 4-0'04�p `s�kAss��• /1�PI:. r 0p C 'b.`r{'�.•.� a1•AbOt •/- Is '•160'mist Ham w'nth a seat f IIOV clang tSee nate beton} w ,T Ch, c T .251,:1.911.n sR•C7 - (n en Nsmate WIna lag uaryrowa ) 21 C° A o ,2f - �) Tz.25 A i^ .n ) " tta t• -_1 a. al( ei„w: ExM r. •r.ae See consinnon pin included with have tot tenured mintier m beroren 3 4:•n m IT 1:1:_ 7.031Z -4 ri n ie m ..' ,ate y▪ �, - s =P�'q ,;e' . -< ••rf: ' ,-tar .... 'G "11)1011 2...... \, ` tae aaayab45gs`k AI 2fff Ill Ulss A N 13. 9/12 and 12/12 Roof Pitch Set-Up Instructions The erection of a 9/12 or 12/12 roof varies depending on the width and particular model chosen. PROFESSIONAL BUILDING SYSTEMS, INC. offers several different styles of these roofs on various widths of homes. Whether the roof being erected is on a Cape Cod or a Two-Story home, these general procedures can be followed, but the installer must consult the building drawing and instructions shipped with each house. A. 9/12 and 12/12 Roof Pitch: 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise the lower roof section. Be sure not to raise it beyond proper height or you will damage the roof rafters and/or roof sheathing. 3. As the roof is being raised into position, install the knee walls (reference the detail drawings included with the home for the knee wall locations). Knee wall studs should be in alignment with the rafters and ceiling joists, adjust knee walls accordingly. 4. Adjust the knee wall so it is straight and plumb. It should be resting against, not on the floor decking that has been installed. The knee wall should be directly on the first floor ceiling joists. 5. Check to insure that the distance from the top of the floor decking to the bottom corner of the rafter at the upper hinge point is correct (reference the detail drawings included with the home). 6. Run a string line above the knee wall against the bottom of the roof rafters. Check for high or low rafters and shim knee wall between floor joists in appropriate areas. When complete, secure knee wall to floor joist and rafter/cord block with 2-16d nails into each member and 1-26 gauge strap with 3-10d nails into knee wall and rafter/ceiling joist (reference drawing 12.A.) 7. Run a string line above the knee wall against the bottom of the roof rafters. Check for high or low rafters and shim knee wall between floor joists in appropriate areas. When complete, secure knee wall to floor joist and rafter/cord block (reference the detail drawings included with the home for fastening requirements). 8. Proceed to exterior at eaves and make sure roof sheathing lines up and fits flush with roof sheathing on overhang. Nail this sheathing extension of the overhangs APPROVED with 8d nails 8" O.C. nails per rafter. FAILURE TO PROPERLY PERFORM DATE yid" THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS PFS CORPORATION AREA. Bloomf"ury,PA 9. Install the remainder of the floor decking starting with the row that was installed at the factory (reference drawing 12.A:for proper fastening) 10.Lag units together at marriage wall ceiling girder using 3/8" lags 4'-0" O.C. Install the remainder of the floor decking starting with the row that was installed at the factory. 11.Now install the two outer gable end walls with the sheathing side out and flush with lower level wall sheathing. There will be approximately 1/2" gap between 43 top of gable end and the bottom of the last rafter. Shim accordingly. 12.Install the center gable end walls by fitting directly between the smaller triangular sections previously installed. They should sit on top of the floor decking and be flush with the top of the sides of the smaller sections. If a gap is apparent between the center gable wall and the triangular end wall, shim as necessary. 13.Attach collar ties (provided) into each rafter at each end (reference the detail drawings included with the home for placement location and fastening requirements). FAILURE TO INSURE THIS MEASUREMENT WILL RESULT IN AN APPARENT "DIP" IN THE ROOF WHEN VIEWED FROM THE EXTERIOR. 14.Raise upper roof sections into position. Make sure the rafter section at hinge lays down tight, flush, and straight onto the ledger before nailing. Adjust ledger strip if necessary to be sure there are no high spots. If rafter does not seat properly, the high spots will throw the roof sheathing out of alignment. Fasten upper rafter headboard to lower rafter headboard with 10d nails 6" O.C. Fasten extended roof sheathing from upper rafter into top of lower rafter with 8d nails 8" O.C. (reference drawing 12.A.) FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 15.Cross nail the ridge with 10d nails 6" O.C. (reference drawing 12.A) 16.There should be a 1/2" space between top of center gable wall and bottom of rafter. Shim accordingly. 17.Install roof dormers if applicable. Refer to instructions On page 49 18.Install gable end wall window(s) or doors if applicable. 19.When applicable, if the home has a set of stairs that crosses the marriage wall see Section 21. 20.Install pre-built walls (provided) and door (provided) around stairway. 21.Apply drip edge, felt paper, shingles, and ridge vent. 22.Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. f"/�S;/. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 44 B. 9/12 and 12/12 Root Pitch - Single Wide Module (see drawing 13.B1 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise top roof section into position. Be sure not to raise beyond proper height or you will damage the roof rafters and/or roof sheathing. 3. As the roof is being raised into position, install the knee wall. See drawing 13.B, step "A". 4. Adjust the knee wall so it is straight and plumb. It should be resting directly on the first floor ceiling joists. 5. Run a straight line above the knee wall against the bottom of the roof rafters. Check for high or low rafters and shim knee wall between floor joists in appropriate areas. When complete, secure knee wall to floor joists and rafter by toe nailing through with 2-16d nails into every joist. 6. Repeat step 2 through 5 on opposite side. "Interlock" rafter extensions at peak. Secure together with 16d nails at 12" O.C. entire length. See drawing 13.B step "B" 7. Install triangular gable end wall panels, securing with 10d nails @ 6" O.C. at bottom into ceiling joist, each side into roof rafter, and together in middle 8. See Hinged Overhang Set-up Instructions page 60. 9. Install pre-built gable end overhang on end of main house roof. Secure with 16d nail 12" O.C. into side of top cord of roof. 10.Check all other roof sheathing to be sure all sheets are secure and that seams have not loosened. 11.Apply drip edge, felt paper and flashing along roof where it meets house end wall. 23.Install shingles and ridge vent. Top roof flip will need to be shingled. 24.Install soffit, fascia, J-channel, and siding as described earlier 25.Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 45 w F 0 13.B. - Typical Single Wide Rafter Roof a ate nor"... e7 z Revised April 27,2004 •• ,1,f3:9-1,1% l'! 0 innn Ret extension— -' - ��F •.'.�J,7� O O 2C;n r+c Zit A L - iL :n IiTte C1^ ; O O,..i Knee wan `[r (r�r ' �g • 00 RaMrmbkN portion `�\ few carbq , eaaaa nansio0. X210 9 a.' ''?1. mm t U-1 Im D ,.r c rn fn i 3 0 "' J Step"A" to mr` ]l FasteningSchedule r Ridge yen C 'V Y S OGS A' 0.154 nano 2'OC Raney Ext.neon e-r • -r/ a Ore q w� O Wi m[ e- ed nod 9'0C Vuoa9h anemrwg duo each mire \\ D /ee y m 0 m C' 'Ed oars per passel Clare each ace(See note Mow) \ DZ 22— D' 25 GA strap ea•-15dnaAa each rafter install on ocwales'e of Cord Mock �j 0 C ti 00D 5. 25 GA strap wl•.10aneu etch pat tl}.- r M (nr Fr •-+5d nets nceacn cordb'a ,(Seerarebelowi \ / 0 rn 01 o n Gr ...tem node ntoeaca cm!ng,gwt(See nae below) ZO 11 r-V Hr 26-10d naeaertO cOiar ie tem cm rater _r C 0 r r r ea rola5 0 nwrgn alreac orcl Rafter n s 0 104.sa 6'Ce+nrpyn nd noel !were T_iT K` + ac ca sOCimrgr nageecU - F Er. yOp •Nolo sac construction plane incurred sale home ler required umber of fasteners ri 00-N{ o €iT" >w K4'yrI Ia TI_ i'�pp 5C.-Cif , rt�aa` Gi 'km. .••�• ai1 [r'. '->t:a+- 4,--; Step'B° r .A, 7Q- _ - 2t .,,:n;.,--),-,,,01a S. N Ii,Lye•• `., aF Ae iflliEsu a 0, • 14. Cape Dormer Installations Cape gable dormers are constructed at the factory and are optionally shipped with the home. They should not be installed until the 12/12 roof has been completely and properly erected as previously described. The following general procedures should be followed: 1. Remove all protective and necessary shipping material from the dormer. 2. Utilizing a crane, lift the dormer into position with bottom of front dormer wall resting on floor sheathing. 3. Secure dormer to roof by nailing with 16d nails through each stud into rafter. Shim sides of dormer to roof rafters as needed. 4. On the exterior, secure flashing, install under dormer siding to roof. 5. Install "valley" flashing on roof dormer to house roof. 6. Complete remaining shingle installation on dormer and house. 7. Complete siding, soffit, and fascia on dormer. ace APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 47 15. Cape Shed Dormer Installation (Ship loose or Panelized) 1. Set and secure home on foundation as described previously on pages 13 through 21. 2. Erect cape roof pitch as described previously in Section 13. 3. Install all floor decking in shed dormer area, cutting out for plumbing pipes or marking accordingly if applicable. 4. Install shed dormer exterior wall (sheathed) and secure in place with 16d nails 12" O.C. at bottom and between wall sections, if applicable. 5. Install each shed dormer end wall (partially sheathed) between exterior and interior walls. Secure in place at bottom and corners with 16d nails 12" O.C. 6. Set collar ties in place, toe nailing with 3-16d nails per joist at side wall and 26- 16d nails into front cape rafters (reference the detail drawings included with the home for placement location). 7. Set vertical knee wall on top of collar ties, plumb and fasten into each joist with 16d nails (reference the detail drawings included with the home for placement location). 8. Set roof panels or shed rafters and ridge board in place, face nail rafters at side wall into adjacent collar tie with 26-16d nails, toe nail into ridge with 2-16d nails, fasten ridge into front cape ridge with 10d nails 6" O.C. 9. WHEN DORMER DOES NOT EXTEND FULL LENGTH, DORMER RAFTERS SHOULD BE SET TO ALIGN AS CLOSE AS POSSIBLE WITH FRONT CAPE ROOF. IF MODULES ARE NOT TIGHT TOGETHER AT MATING WALLS AND THIS STEP IS NOT FOLLOWED, SHED DORMER RAFTERS MAY HAVE TO BE SHIMMED TO MATCH PITCH WITH EXISTING CAPE ROOF. 10.Install 2x6 eave face board to ends of rafters. Leave face board extend beyond each end rafter to accommodate gable overhang. 11.Cut and install 2x6 gable overhang face boards and secure in place by nailing through sidewall face board at one end and into roof at the other. 12.Install knee wall ceiling girder and face nail into knee wall with a minimum of 3- 16d nails into each stud. Fasten ceiling girder to collar ties using Simpson MMHB Hangers. 13.Install gable end panels, toe nail 16" O.C. into rafter and collar tie. 14.Install roof sheathing, allowing 1/8" between sheets and 1" gap at ridge peak for ventilation. If roof rafters are 24" O.C., install H-clips between sheets. 15.Install felt paper, drip edge, mineral paper, shingles, and ridge vent. 16.Install metal flashing along main roof where it meets shed dormer end walls and complete shingle installation in this area. ic y APPROVED 17.Install all optional windows. DATE 6/26/17 PFS CORPORATION 48 Bloomsburg,PA 18.Complete exterior siding and soffit/overhangs. 19.Locate any/all plumbing stubs and make connections as required. '•`. ! APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 49 . 16. Hip Roof Set-Up Instructions This procedure is designed to provide ease and simplification of set up for PROFESSIONAL BUILDING SYSTEMS, INC. Hip Roof System. This procedure applies only to the Hip Roof and MUST NOT be used with any other design or system. 1. Set and secure home on foundation as described previously on pages 13 through 21. 2. After checking rafters to assure they are free to move, lift lower roof up to required angle. Place knee walls at proper angle, place hip beam post at proper location. With the main section of roof in place the gable end hip roof will have also been raised into place. USE EXTREME CARE: DO NOT RAISE ROOF TOO HIGH AS DAMAGE TO THE RAFTER WILL OCCUR. 3. Flip rafter extension into place. 4. Center portion of gable hip is shipped loose. Fasten shipped loose hip beam into place, frame gable hip with provided precut rafters and knee wall. Install fascia board and roof sheathing in this area. 5. Fasten overlapping roof sheathing from rafter extensions to top chord of roof rafters with 8d nails 8" O.C. FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 6. Complete shingle installation at hinge area and at peak. Install ridge vent. 7. If the home has hinged eave overhangs,refer to instructions on page 60 at this time. In most cases the overhangs will be shipped loose for a hip roof. 8. Install exterior siding, soffit, fascia, J-channel, and drip edge as previously described on page 23 Section "D". 9. Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 50 , ,.•`CIM, CA;.,', ^� / , ,tauesaa,cyn , ,t k> 'rt. ( w° a J..•Fry S . / fti. 11879 { - `„ rr-;;r r n i='= Ire J. BPR.;a a r .. d z. '"eaO 'o eas t ,,. 109/29/11 N k% I d __ > — ix t0 • \ 1 I 3 I 9— I i or I CC 1 , � .w. __ CO — 1 r \ /C - - - \\ E I \I •a 5 sebum wpm elopon CONNECTIONS AND TRUSS DESIGN SHOW ARE TYPICAL AND NOT FOR CONSTRUCTION. BUILDEPJSET CREW SHOULD REFRENCE APPROVED TRUSS CALCULATIONS AND DRAWINGS IN APPROVED PACKAGE INCLUDED IN HOME FOR SPECIFIC FASTENING. 4 ( S' ! APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 51 17. Transverse Roof Pitch Set-Up Instructions The erection of a transverse roof varies depending on the type and particular model chosen. Whether the roof being erected is on a Ranch, Cape Cod or a Two- Story home, these general procedures can be followed, but the installer must consult the building drawing and instructions included with the home. A. Transverse Roof With Knee Wall: 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise the lower roof section. Be sure not to raise the roof beyond its proper height or you will damage the roof rafters and/or roof sheathing. 3. As the roof is being raised into position, install the knee walls (reference the detail drawings included with the home for the knee wall locations). Knee wall studs should be in alignment with the rafters and ceiling joists, adjust knee walls accordingly. 4. Adjust the knee wall so it is straight and plumb. It should be resting against, not on the floor decking that has been installed. The knee wall should be sitting directly on the ceiling joists 5. Run a string line above the knee wall against the bottom of the roof rafters. Check for high or low rafters and shim knee wall between floor joists in appropriate areas. When complete, secure knee wall to floor joist and rafter/cord block (reference the detail drawings included with the home for fastening requirements). 6. Check to insure that the distance from the top of the floor decking to the bottom corner of the rafter at the upper hinge point is correct (reference the detail drawings included with the home). 7. Proceed to exterior at eaves and make sure roof sheathing lines up and fits flush with roof sheathing on overhang. Nail this sheathing extension to the overhangs with 2-16d nails per rafter. 8. Repeat steps 2 through 7 for second module. Measure the distance between the knee walls; add whatever space there is between the two modules at the marriage walls. It is not always possible to get them tight, so this distance can vary (reference the detail drawings included with the home). 9. Lag units together at marriage wall ceiling girder using 3/8" lags 4'-0" O.C. Install the remainder of the floor decking starting with the row that was installed at the factory. 10.Now install the gable end walls with the sheathing side out and flush with lower level wall sheathing. There will be approximately 1/2" gap between top of gable end walls and the bottom of the last rafter. Shim accordingly. 11.Raise upper roof sections into position. Make sure the rafter section at hinge lays down tight, flush, and straight onto the ledger before nailing. Adjust APPROVED ledger strip if necessary to be sure there are no high spots. If rafter does not DATE 6/26/17 seat properly, the high spots will throw the roof sheathing out of alignment. PFS CORPORATION Bloomsburg,PA 52 Fasten upper rafter headboard to lower rafter headboard (reference the detail drawings included with the home for fastening requirements). Fasten extended roof sheathing from upper rafter into top of lower rafter (reference the detail drawings included with the home for fastening requirements). FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 12.Cross nail the ridge (reference the detail drawings included with the home for fastening requirements). 13.There should be a 1/2" space between top of center gable wall and bottom of rafter. Shim accordingly. 14.Attach collar ties (provided) into each rafter at each end (reference the detail drawings included with the home for placement location and fastening requirements). FAILURE TO INSURE THIS MEASUREMENT WILL RESULT IN AN APPARENT "DIP" IN THE ROOF WHEN VIEWED FROM THE EXTERIOR. 15.Install gable end wall window(s) or doors if applicable. 16.When applicable, if the home has a set of stairs that crosses the marriage wall see Section 21. 17.Install pre-built walls (provided) and door(provided) around stairway when applicable. 18.Install roof dormers if applicable. Refer to instructions on page 49. 19.Apply drip edge, felt paper, shingles, and ridge vent. 20.Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust fan hoses, range vent ductwork and flashings and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. 42 3. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 53 • to _ .._._ _ _- C F 8 17.A. - Typical Transverse Roof On-site Fastening Z Pa&edge board Wwde61 fn n Matsemw as nese— 0t- 0 5 '\ Fd"vam 0 732 �Co Raev Exbnagn.__. m=o ap_1 'avA !HF. ,. ,y, N 12 XI N 0 r IT T 9TrWV 12 ._,Fa < Co lar e ,t,.. ii y 1kit 2 N m 0 AF- Mo0.de Length vanes a 71— .0 �c b V En> 751 yCA A y N r Fastening Schedule M . 0 t>Z ,A! 2led real 12'OC • C n na B ad nal 6'OC th ,ghiMtra' ag hal each tale Z C' r9190.4 nary per 9.ssei plan each mat • 0 1- - through -a 26 GA atom WI 6=fdnals ea.taller lnetaa en otwrne vdeal and Mix 0 111 21 25 GA seaport 6.106 sere eithpsl Npp F, 29Edne eswo tam tea dash -Inn i 2-ltd nab Ho ea&eaag Meat 03 Z H, Mel fannla tamer collar 6.n!e eaca rater aaaataaatl:f>ea' Z L 0 1 6g gFvP6, 0 n MnaAs e"OC m,oegh eheaaarg rno Ranee `A 'te fie' V7 C1 `a6� J, 10a nat.5.0C Maisie regeba6 ia`0? ��a., t'2 .1 ; -f 'c.S � 1 IW rraAa6'OC Invo9n edge Ward :t ern •.,„�- n f �c°:•.�.h tla s L• }6'a 6 a)9 sae*a 4A'O C. �Lta� 0Cra 1O ay 1ca..� To!i Ci • M 2aan6hee 112 each arta al Me wean of nen pea al boor ceG,ng r_r Os (').'. mO rl fi'e•Et Ce ,as an alternate10 la lag Iola) iC13 "a �.y�>.22 22 ;X.:,` .i'�a,{}"i .11, &A:I x as Gf' c* «. z 1/7 Vt-, Cd a1,%, a•e� a a aaaeanr.aasaes•F�' Cn to Pah }gig « Ilial LA a B. Transverse Roof With Gable Bearing Walls: 1. Set and secure the home to the foundation as described previously in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise one half of the lower roof section. Be sure not to raise the roof beyond its proper height or you will damage the roof rafters and/or roof sheathing. 3. As the roof is being raised into position, install the gable bearing walls (reference the detail drawings included with the home for the wall locations). 4. Adjust the wall so it is straight and plumb. Fasten wall to ceiling perimeter with 16d nails 16" O.C. There will be approximately 1/2" gap between top of gable end walls and the bottom of the last rafter. Shim accordingly. 5. Repeat steps 2 through 4 for the other half of the lower roof section. 6. Now install the remaining gable end walls with the sheathing side out and flush with lower level wall sheathing. 7. Raise upper roof sections into position. Make sure the rafter section at hinge lays down tight, flush, and straight onto the ledger before nailing. Adjust ledger strip if necessary to be sure there are no high spots. If rafter does not seat properly, the high spots will throw the roof sheathing out of alignment. Fasten upper rafter headboard to lower rafter headboard (reference the detail drawings included with the home for fastening requirements). Fasten extended roof sheathing from upper rafter into top of lower rafter (reference the detail drawings included with the home for fastening requirements). FAILURE TO PROPERLY PERFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 8. Cross nail the ridge (reference the detail drawings included with the home for fastening requirements). 9. There should be a 1/2" space between top of center gable wall and bottom of rafter. Shim accordingly. 10.Repeat steps 2 through 9 for each additional module 11.Lag units together at marriage wall ceiling girder using 3/8" lags 4'-0" O.C. Install the remainder of the floor decking starting with the row that was installed at the factory. 12.Install gable end wall window(s) or doors if applicable. 13.When applicable, if the home has a set of stairs that crosses the marriage wall see Section 21. 14.Install pre-built walls (provided) and door (provided) around stairway when applicable. s% APPROVED 15.Install roof dormers if applicable. Refer to instructions on page 49. DATE 6/26/17 16.Apply drip edge, felt paper, shingles, and ridge vent. PFS CORPORATION Bloomsburg, PA 17.Locate plumbing waste vents, install appropriate flashings and extend them through the roof. Follow manufactures installation instructions for the installation of exhaust 55 fan hoses, range vent ductwork and flashinqs and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. 4c7=-1::>. APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 56 „,0111141,°,I, ii\ - rim n i i c,LR 11819 $ L,a < CNF, O ; . s ,,�- p •, J. aNPOI470.1111Wc , P,--Iii= , eulas y IL y- _ 1 CD I7 � sir C © rrlr--_-----— IFI e .. ,-------t----1.-- --=-- shlEl9 = °� -, _ i ikij;&;m to 1 fi!' aISI2o l : + olg VVo Ya y! - IPF VV { .O6 .. :r a N 2 gIt g1 2:12., , s 2 2 f % IP? iH a <m°kw,.lu x _ ii V - , � v a a \,sN_ N ,+°eat:20,,, a iI d.rr r-.,. m d ,�:I� I - Z ” ='' = N. I t.' if? 6.: -• ,Th® 41 •el•i ,, -•".s4/c4 :F ii *.-:•--t•-..,. c4 • IA o 4'Z- .ryt, .14 1 r,1°+°109/29111 CONNECTIONS AND TRUSS c=SIGN SHOW ARE TYPICAL AND NOT FOR CONSTRUC?!O'1. BUILDEFJSET CRON SHOULD R:FRE-NCE APPROVED TRUSS CALCULATIONS MD Dn4W,NGS IN APPRO.'SD PACKAGE INCLUDED IN HOME FOR SPECIFIC FASTENING. 6 /(` ;''� APPROVED E6/26/17 PFS CORPORATION Bloomsburg, PA 57 113. Hinged overhang Set-Up Instructions All PROFESSIONAL BUILDING SYSTEMS, INC. 27'-6" wide homes feature a ninged ovemang on me sines of the nome to permit proper and legal transportation. Regardless, if the home is a Ranch, Cape, or a Two-Story Home, or if it has a 5/12, 1/12 , 9/12, 12/12 roof pitcn me following general procedures should be tollowea: 1. Set and secure the home on the foundation and erect the roof as described previously for me style of nome and roof pitch chosen. 2. Carefully lower the hinged overhang into position. DO NOT DROP AS DAMAGE TO THE ROOF AND/OR OVERHANG WILL OCCUR. 3. Align overhang with existing roof and secure into position with 2-16d nails tnrougn nailing strip into sldewall stud. 4. Secure roof sheathing overhang into top cord of roof truss/rafter by nailing with as nails a' u.0. tnrougn overnang roof sneatnmg into every truss/rafter. 5. Instar felt paper, mineral paper, and shingles. "'' 4; -; APPROVED • DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 58 19. Raised Koot/Porch Package setup Instructions The following general procedures should be followed for the erection of the optional snip loose raised root package. 1. Set and secure the home on the foundation and erect the roof as described previously. 2. Install porch and secure to home, see drawing 19.2. Install temporary bracing until neader and posts (not supplied) are installed. Install porcn 2xti neader. rinisning rorcn Area 1. install J-cnannet (provided) along sidewall ot nouse and neader. 2. Cut and install perforated soffit from 2x6 header to J-channel at side of house. Use excess sottlt tor overnangs. Failure to cut porch sottlt first will result in an inadequate amount ot scant to complete porcnmouse overnangs. 3. install tascia (provided) over zxti tace board. rinisning liable End of Raised Root Section 1. Install flashing under loose shingles of existing roof and up side of raised roof rafters. This should be done at the first and last rafters of raised roof section. Secure shingles when complete. L. install pertorated soffit (provided) on gable and overnangs. 3. install tascia (provided) over Lace board. 4. Install J-channel (provided) under overhangs and at top edge of existing roof to accept siding. b. install siding (provided) on gable ends of raised root section. 6. Locate plumbing waste vents, install appropriate flashings and extend them tnrougn me root. loilow manutactures installation instructions tor the installation of exhaust fan hoses, range vent ductwork and flashinas and caps. FAILURE TO PROBERLY PERFORM THIS STEP WILL RESULT IN DISPENSING OF HARMFUL GASES AND MOISTURE INTO THE ATTIC SPACE. ,3/4- .= t '4 T APPROVED E6/26/17 PFS CORPORATION Bloomsburg,PA 59 \\\ \\: \ = I CZ \\\ : N \ 3 L \\ o f N \, r 2 \ > ; z. �' S; mF 13 t• Na O V rve 61 a t \ I n 00 Mut, ,‘ : • o_ t L. 11879 'o.0C�4fFlu1'1a ..22=0...• "tititw 109/291111 CONNECTIONS AND TRUSS DESIGN SHOW ARE TYPICAL AND NOT FOR CONSTRUCTION. BUILDER/SET CREW SHOULD REFRENCE APPROVED TRUSS CALCULATIONS AND DRAWINGS IN APPROVED PACKAGE INCLUDED IN HOME FOR SPECIFIC FASTENING. 7 lett } i APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 60 zu. Panelized Hoot Dormer Installation 1. Install 2-piece front gable walls centered in opening. Secure with 16d nails tnrougn bottom plate of gable wails into each ratter. 2. Install each side of dormer roof panel by toenailina with 16d nails 16" O.C. tnrougn top plate of gable waits Into dormer ratter. i. secure center ridge beams togetner with 1bd nails lb" U.C. from born sides. 4 Nail rinrmar rnnf nanpl with 1Ni nailc thrniinh valley hnarri intn rnnf rafters nn both sides. ROOFING COMPLETION b. install metal flashing in valleys on both sides of dormer. t. Install drip edge, mit paper, and shingles to manutacturer s instructions. SIDING COMPLETION a. install pertorated sottlt on overnang. 9. Install fascia over face board. 10. Install J-cnannel under overhang against sottit to accept siding. 11. Complete siding Installation on gable dormer wan. '`"/""a-- APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 61 21. Marriage Wall cross Uver stair Detail This procedure is required when a home has a set of stairs to the second story or attic space tnat crosses the marriage wail. 1. Remove section of ceiling perimeter see drawing 21.1 (for additional intormation, reference the detail arawings included with the home). 2. Install top riser. nosing and sideboard or if he home has a set of ship loose stairs, tney may be instaiied at this time. "'"=,% APPROVED +DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 62 .,\\01 Pes•r'i. s tdtft — N A e H t2 ;' 44! : . 12' pp s.yti l.,N+ :„.-..„4„,-; „, 4",----- m 'n,o,i,A FTh ;a soo' "� E eipgeee .\ ., 6' 09/29111 o3 t ' \\ \ ' A 0.1 $- \\ 1, /e OQa" \\\ \\y%{r,�/ II I— a • \.� \ \\ ea\\ \ N e p •' \\ \, \v _IA / a CO (I \\\. ),'/ % \\ \\\\\\ t f\\ I a o qq ai 8. "sc { ti It 11F7 I. x r;INtsZC'N 4' '''`dv..L 011‘‘ ,d J CONNECTIONS AND TRUSS DESIGN SNOW ARE TYPICAL AND NOT FORCONSTRUCTION BUILDER'S ET CREW SHOULD REFRE NCE APPROVEDTRUSS CALCULATIONS AND DRAWINGS.N APPROVED PACKAGE INCLUDED IN HOME FOR SPECIFIC FASTENING. 8 "'/S"TI'R APPROVED i DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 63 zz. Panelized vaulted KOOi set-up instructions The erection of a panelized vaulted roof varies depending on the type and particular model cnosen. vvnetner tne root being erected is on a Karim, eape eon or a Two-Story home, these general procedures can be followed, but the installer must consult me bunging drawing ani instructions incivaea with me nome. 1 Set and sect'ire the hnme to the fni inrtntinn as decrrihad nrevini[sly in the SINGLE STORY or TWO-STORY SET-UP INSTRUCTIONS. 2. Using a crane, raise the folding rafter roof per the set up instructions found on page 3. Set and secure interior and exterior gable end wind columns (reference tne aetau arawings incivaea wan me nome for tne wind column locations). 4. Locate the laminated ridge beams that are shipped loose with the home, (reference me detail drawings incivaea witn tne nome tor me quantity and size of the ridge beam). This is typically located on the pans carrier. secure me iaminatea beams togetner. 5 I Icing the rrann set the laminated ridge beam sn that each anti is rpctinn on the wind column. Secure the laminated beam at each end to the wind column by drilling 2 holes through the wind column and laminated beam. instar 2-D/tY Dolts tnrougn the wino column and iaminatea and secure wan 5/8" nuts. 6. Using the crane set the gable end panels, plumb and temporarily secure in place. 7. Using the crane begin setting the vaulted roof panels starting from the toiamg root section and nnisnlng with me genie ena alternating on eacn side of the ridge beam. Be sure to align the panel's cave fascia with the mining eave overnang tascia. 8. Before securing panels together check for high or low rafters between the panels. it is critical mat aajustments ne maae at tnis time, it tats step is note done it will result in panel seams being visible through the sningies. secure panels togetner wan iba nails staggerea 10- 9. u 9. Check to insure that the distance from the top of the floor decking to the bottom corner of me ratter at me upper ninge point is correct (reterence me aetaii drawings incivaea wan me nome). 10.Proceed to exterior at eaves and make sure roof sheathing lines up and tits tiusn wan root sheathing on overhang. Nail tris sneatning extension to me overnangs witn 2-tba nails per ratter. 11.Repeat steps 2 through 7 for second module. Measure the distance APPROVED between the knee walls; add whatever space there is between the two modules at the marriage walls. It is not always possible to get them tight, DATE 6/26/17 so this distance can vary (reference the detail drawings included with PFS CORPORATION the home). Bloomsburg,PA 12.Lag units together at marriage wall ceiling girder using 3/8" lags 4'-0" O.C. 61 Install the remainder of the floor decking starting with the row that was instanea at me ractory. 13.Now install the gable end walls with the sheathing side out and flush with lower level wan sneatning. I nere win be approximately fir gap between top or gable ena wails ana tne bottom or tne last ratter. snim accoraingly. 14.Raise upper roof sections into position. Make sure the rafter section at nine lays down tignt, nusn, ana straignt onto file ledger before nailing. Adjust ledger strip if necessary to be sure there are no high spots. If rafter does not seat properly, me nign spots win tnrow me root sneatning out or alignment. Fasten upper rafter headboard to lower rafter headboard (reterence me detail drawings Included witn tne nome tor fastening requirements). Fasten extended roof sheathing from upper rafter into top or lower ratter (reterence me detail arawings incivaea witn me home far facteninn rern.irpmentcl. FAIT I IRF TO PRAPFRI Y PFRFORM THIS STEP WILL RESULT IN EVENTUAL BUCKLING OF THE ROOF IN THIS AREA. 15.Cross nail the ridge (reference the detail drawings included with the nome for fastening requirements). 16.There should be a 1/2" space between top of center gable wall and bottom or ratter. bnim accoraingiy. 17.Attach collar ties (provided) into each rafter at each end (reference the detail drawings Inctuaea witn me nome tor placement location ana faetnninn reniiirementcl FAIT IIRF Tr) INSIIRF THIS MFASIIRFMFNT WILL RESULT IN AN APPARENT "DIP" IN THE ROOF WHEN VIEWED FROM THE EXTERIOR. fa.Install gable ena wall windows) or doors it applicable. 14 When annlinahle if the hnme has a set of stairs that trusses the mat-Haile wall see Section 21. 20.Install pre-built walls (provided) and door (provided) around stairway when applicable. 21.install root aormers It applicable. Neter to instructions on page b9. z2.Appiy arip eage, mit paper, sningies, ana nage vent. 23.Locate plumbing waste vents, install appropriate flashings and extend tnem tnrougn me root. rouow manuractures installation instructions tor the installation of exhaust fan hoses. range vent ductwork and flashings and caps. 1-AILUKt IL/ FKUI'tKLY FtKFUKM 1 MIS 5I tr WILL RFSIII TIN nISPFNSINCZ OF HARMFIII tIASFS ANn MOISTI IRF INTO THE ATTIC SPACE. NOTE: ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE IN JUNCTION BOXES IN THE ATTIC AREA BEHIND THE KNEEWALLS. ""v,''''.;> APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 65 • Zi. Air intimation and insulation Energy efficiency and indoor air quality are a priority with new homes. Professional buuaing systems ana custom buuaing systems num a nign quality, well insuiatea ana • draftstopped home. To maintain this high level of efficiency, however, the finishing touches need to De completed on site. I his chapter will provide tne necessary details to accompusn tris and must De touowea closely. For all homes built to comply with the 2009 or newer International Residential Code our uuallty Assurance uepartment completes an Air barrier ana Insulation Inspection Checklist" for items completed in the manufacturing facility. As with all modular construction mere are items tnat will need to De completed ana inspected on site. I his partially completed form is sent to the respective builders for completion. Copies of the completed torm will neea to oe given to me local Dulicing official and a copy returned to this company for our records. Shown below, is text as it appears on the Inspection corm. below eacn item, In Doll text, is a nriet explanation of me requirements. rollowing tnereatter is a copy of tne actual torm. **NOTE: AS AN ALTERNATIVE TO THE VISUAL INSPECTION AND COMPLETION OF THE AIR BARRIER AND INSULATION INSPECTION CHECKLIST, N1102.4.2.1 OF THE 2009 INTERNATIONAL RFSIDFNTIAI Cflnr "TFRTINA flPTIflN" MIST RP CflMPI FTFR RFFFR Tfl THIS RFCTIflN or THE CODES AND/OR CONTACT A PROFESSIONAL FAMILIAR WITH THE REQUIREMENTS IN YOUR AREA. EXTERIOR TIIFP.MAL LNVI.LOPI:INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND CON11N1'OI'S ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. 1.1 AN AIR BARRIER IS ANY MATERIAL THAT RESTRICTS THE 11.0W OF AIR 1I1I000II A CONS1ItIJCTION ASSEIIBY. I Y'I'ICALLY,711E AIR D 1RRILIt 1S THE DRYWALL ATTACOEI)TO TIIE IN1ERIOR OF 191E EXTERIOR AIR BARRIER WALL AND CEILING ASSEMBLIES. THEREFORE,THE INSULATING MATERIA.,TYPICALLY FIBERGLASS ANTI) INSULATION,MUST BE INSTALLED IN SLRSTAN'I IAL CONTACT W TI HIRE DRYWALL. THERMAL B%RIUER — BREAKS OR JOIN IS IN 1HE AIR BARRIER ARL I ILLED OR REPAIKLD. 1 2 THIS CO1;1.1)INCLUDE ANY AREAS WHERE THERE ARE 1'E\'E:1 RATIONS IN 1 HE DRYWAI.1.(AIR BARRIER) SUCH AS AROUND 1.IC:111'FIXTURES AND RECEPTACLES IN n rERIOR WALI.S.__ AIR-PERMEABLE INSUI ATION IS NOT USED AS A.SEALING M ATRIA!. 1.3 1'1BFRCI.ASS INSULATION IS NOT AN AIR II ARI1IPR.1111ERE THERE ARE PEN VTR%TIONS IN TI1F'AIR BARRIER Ast:ITADI E MATERIAI.SUCH AS CACI K OR SI'R AY FOAM COLIl)RE USED T(1 SEAL THESE %REAS. AIRBARRILKIN ANY DROPPED CEILING/SOLI IT IS SUBSTAN I IAL.LY ALIGNED WI Ill INSULATION AND ANY GAPS ARE SEALED. 2.1 SAME APPLIES AS DESCRIBED ABOVE IN 1.1 CEILING l 2 'NOTE:TYPICALLY TMS DOES NOT APPLY IN MODULAR CONSTRUCTION AS TIIE AIR BARRIER IS ATTIC NORMALLY INSTALLED BEHIND DROPPED CEILINGS AND SOFTIES. AI11C'Al'C'LSS IEXC'LI'1 t UN11.N I II..A I FD Al III ),KNEE 1\AL L DOOR,OR DROP DUAN SIAM IS STALED. ACCESSES MUST RE SEALED OR GASKETED TO PREVENT AIR INFILTRATION.TIIIS CAN HE ACCO3IPLISEIED WITH TIIE INSTALLATION OF CASKETS,DOOR SWEEPS,AND SIMILAR METHODS. CORN!RS AND III.AD112S ARI. INSULA I I D. _-- 3.1 USING ALTER\ATE CONSTRUCTION METHODS FI.IMI\ATE"1101.1 OW"CORNERS AND VOIDS IN HEADERS 3 WALLSI OTHERWISE THESE AREAS MUST BE PROPERLY INSULATED. JUNCTION OF 1 OUNDAIION AND SILL PLATE IS SLALLD. ', APPROVED 3.2 TYPICALLY ACCOMPLISHED BY INSTALLING SILL SEAL. DATE 6/26/17 PFS CORPORATION Bloomsburg, PA 66 *NOTE:SPECIAL ATTENTION IS NEEDED IF THE FOUNDATION IS SEPARATING A DWELT INC FROM AN ATTACHED GARAGE.DANGEROUS GASES COULD PASS FROM TIIE CAR AGE INTO THE LIVING SPACE IF TIIE, JOINTS ARF:NOT PROPERLY SEALED. SI'AC E BEI WEEN WINDOW I DOt 112 IAMBS AND FRAMIN(,1S SEALED. 4 WINDOWS AND DOORS A MINIMALLY EXPANDING SPRAY FOAM DRAFTS LOPPING MATERIAL IS AN EXCELLENT METHOD OFACHIEVING --I 7TIIS. RIM JOISTS ARE INSULATLD AND INCLUDE AN AIR BARRIER. GA PSCIM OR SPRAY FOAM INSUI ATIONS ARE POSSIIII F OPTIONS. S IUM JOISTS *NOTE:FOAM SILL SE.M.IS INSTALLED ON THE DOWNSTAIRS CEILINGS OF TWO STORY MODELS TO SEAL THE GAP BETWEEN THE FIRST STORY CEILING AND SE('ON D STORY FLOOR. IF THERE ARE GAPS EVIDENT AFI FR SF.EFING THE SECOND STORY MODELES.THESE AREAS SHOULD BE FILLED W1 FII C tULK,SPRAY I'OAM,OR SIMILAR MATERIAL. FLOORS INS(JL A ZION IS INSTAL 1.1 1)10 MAIN IAIN PI RMANI NI CON I.\CT WI ill UNDERSIDE 01' IINC'LIIDING6I SUIT LOOR DECKING. ABOVE 6 GARAGE SAME APPLIES AS DESCRIBED ABOVE IN LI AND AIR BARRIER IS INSFALI.IA AT ANY EXPOSED EDGE OP I LOOR. CANTILEVER 6.2 LD FLOORS) SAME APPLIES ASOTIIF.R AREAS DESCRIBED. INSUI Al ION IS PI RM ANENT LY All A('III I)1 O WAI I S 7.1 SFI F F_\PI.4NTORY. (RA\\'LSPAC EXPOSED EARTH IN UNVt-N1 ED CRAW'LSPAC'ES IS COVERED WITI1 CLASS 1 VAPOR E WALLS RETARDER WITII OVl PIAPPING IOINTS TAPED 7.2 SELF I:XPLANTO12Y. SHAPES. MC I SHAFTS,U 11111 Y PI.NEI RA I IONS,KNI B WALLS AM)II LIT SHA'IS OPINING IU EX I1 RIO!(OR UN'CONDI I IONID 8 PENETRATIO SPACE ARE SEALED. NS MESE AREAS SHOULD BE FILLED WITII CAULK.SPRAY FOAM,OR SIMILAR MATE ILIAL. NARROW BATT 51V NARROW CAVITIES ARE(UT TO FII,ORNARROW CAVITIES ARE HLLEU BY SPRAYED/BLOW NINSULATION. 9 CAVITIES SE F EXPLANATORY. _---GARAGE AIR SEALING IS PRI/VIM') 1I3 RE-1 I IIGARAGI.ANI)CONDEDONIO SPACES. —�—" ---_ 10 SEPARATION SEE'NOTE IN ITEM 3.2 ABOVE:. RI('1.5511)1 ILII F I IX I('RES ARE AIR!!CHI I,IC RATE D AND SEALED 10 DRYWALL(I XCI PITON-FIXTURES IN II RECESSED CONDITIONED SPACE). I ICi11TING SELF FXPL.ANAI ORY. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BA I F IVSUL AT ION IS CUT TO IIT AROUND WIRING AND 12 1'I UNIBING PI UMBING OR SPRAY 1 D/BLOWN INSULATION EXTENDS BEHIND WIRING AND PIPING AND WIRING MA F IXPLANAl ORA. SIIUW"PR; SHOW ERS AND TUBS ON EXTERI( tWAI I S HAVE INS(ILA7ION AND AN AIR BARRIER SEPARATING T'IIEM FROM I HE TUR ON EXTERIOR WALT.. • 13 EXTERIOR WAIL I WALL DRYWALL INSTALLED IN THE MANUFACTURING FACILITY IS INSTALLED AND SEALED DEIIIN'G TUBS AND SHOWERS TO PROVIDE AN AIR II ARRIER. LII CTRIC 11 1 ' PHONE BOX AIR BARRIER EXTENDS BEIIIND BOXES OR AIR SEALED TYPE BOXES ARE.INSTALLED. I4 ' ON EXTERIOR EXPANDING SPRAY FOAM IS AN IDEAL 1'RODL'CT'1 0 l'SE TO SEAL AROUND OPENINGS IN BOXES. WALL COMMONAIR BARRIER IS INSTALLED IN COMMON WALL BI?E\VI I:N DWEL LING UNITS. • S WALL. THIS 1S NORMALLY A(COM PLI111F D WITH THE INSTAL CATION AND FINISH OF DRYWALL MATERIAL. IIVAC IIVAC RE:ISII-R B(K)IS I HAT I'I.NF I RAI I: IH1:BUIL DING ENVELOPE Alt!:SI,ALLD'10 SURE LOOR OR DRYWALL. I 16 REGISTER "–__ 1300TS C.AUI K.FOAM,OR CERTAIN TAPES ARE GOOD PRODUCTS. _ TIGI ITNFSS OE DUCTS.AIR IIANDI FRS,III TGR BOXES AND BE REDING CAVITIES USED AS DUCTS VERIFIED AS COMPLYING WITH SECTION 41103.2 2 OF TIIE 2009 INTERNATIONAL RESIDENTIAL.CODE t7 DUCT DUCT TIGHTNESS MUST BE VERIFIED PER SECTION NI 103.2.2 OF TIIE 2009 INTERNATIONAL RESIDENTIAL CODE. TIGIIT.`JLSS REFER TO THIS CODE SECTION FOR FI'RTIIFRDF.TAIIS. FIREPLACE WALLS INCLUDE AN AIR(BARRIER. -" a r.n /,1:. >^APPROVED IR FIREPLACEDATE 6/26/17 AS I XP LANI I)ABOVE. PFS CORPORATION Bloomsburg,PA 67 `•` APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg, PA ... • 68 0 1 24. Fire Protection of Floors For homes to be located in Pennsylvania: FROST P.4 HOUSE BILL 377: (H) FIRE PROTECTION OF FLOORS. -- (1) EXCEPT AS SET FORTH IN PARAGRAPH (2) , A FLOOR ASSEMBLY NOT REQUIRED IN THE INTERNATIONAL RESIDENTIAL CODE, OR ITS SUCCESSOR BUILDING CODE, TO BE FIRE-RESISTANCE RATED SHALL BE PROVIDED WITH A 1/2-INCH GYPSUM WALLBOARD MEMBRANE, 5/8-INCH WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT, ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. (2) PARAGRAPH (1) SHALL NOT APPLY TO ANY OF THE FOLLOWING: (I) A FLOOR ASSEMBLY LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA13D OR OTHER EQUIVALENT SPRINKLER SYSTEM APPROVED BY A MUNICIPAL CODE OFFICIAL. (II) A FLOOR ASSEMBLY LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES. (III) A PORTION OF A FLOOR ASSEMBLY WHICH COMPLIES WITH ALL OF THE FOLLOWING: (A) THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS SHALL NOT EXCEED 80 SOUARE FEET PER STORY. (B) FIRE BLOCKING IN ACCORDANCE WITH SECTION R302. 11 . 1 SHALL BE INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. (IV) A WOOD FLOOR ASSEMBLY USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE LUMBER EOUAL TO OR GREATER THAN TWO- INCH BY TEN-INCH NOMINAL DIMENSION OR A FLOOR ASSEMBLY APPROVED BY A MUNICIPAL CODE OFFICIAL DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. **DOCUMENT CONFORMANCE TO THE ABOVE ON THE PA SITE INSTALLATION INSPECTION REPORT -9"_ APPROVED DATE 6/26/17 PFS CORPORATION Bloomsburg,PA 69 I 0 FIRE RATED ASSEMBLIES Due to the nature of modular construction, fire rated assemblies may not be totally completed in the factory and must he finished on-site.Joints and penetrations in fire rated assemblies must be adequately filled (FIRESTOPPED) to preserve the integrity of the system. Firestops are designed to restore the fire-resistance ratings of wall,ceiling, and/or floor assemblies.A firestop is a fire protection system made of various components used to accomplish this. Failure to do so could result in a catastrophic failure of the assembly. Areas that may need firestopped include: Electrical penetrations Plumbing penetrations Mechanical penetrations Junctions between fire-resistance rated wall or floor assemblies Acceptable Materials Firestop components may include intumescents,cementitious mortars, silicone, firestop pillows, mineral fibers, and rubber compounds. Be sure to refer to the assembly used to determine the appropriate material to he used. /LA7... : APPROVED DATE 6/26/17 PFS,CORPORATION Bloomsburg,PA 70 P 10. Split Level Set-Up Instructions This section sets forth the steps to complete field installation of PROFESSIONAL BUILDING SYSTEMS, INC. split-level homes. General procedures are identical to the • ranch home, two-module, set-up previously described with the following exceptions. Additionally, the installer must consult the building drawings for the particular model involved for module connection details and the systems interconnection requirements. A. Set and secure the lower two modules ("A" & "B") to the foundation. B. Next, set upper module that has hall/stairway in it, aligning it with lower module area built to accommodate. C. Set fourth module into position. D. If the home is a "T-Split", complete roof valley construction per the following: (See drawing 10.D) • Commonwealth of Massachusetts I I� Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer PROFESSIONAL BUILDING MC Identification Number 221 SYSTEMS Third Party Identification Number 02 Project Title 79720 Use Group R3 BBRS\OPSI p Identification Number 0303-18 Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date:08/22/ 18 Manufactured Buildings Program From: Linda Shea Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number(BBRS\OPSI I.D.Number) The Board of Building Regulations and Standards and Office of Public Safety(BBRS\OPSI)has received your building plans for the referenced project and has assigned the identification number noted above(in the block marked BBRS\OPSI I.D.Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences,inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections-Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 Li nda.shea@mass.gov Bbrs\forms2\nanufacturedbldgplanid-06/2018 RECEIVED AUG 24 Y018 B uiLDING �f //1 C/STE/S getC4i /Qc`/d oCOGP'-/412EvMAtth. RE ' S'er arm >51c. /la S5c -mss &?4 From:Stacy Hott csetconnectors@LIVE.COM> To:modulamioulton<modularmoulton@verizon.net> ,DvlgN dA/S2 -P, Cc:dorceydunn<dorceydunn@live.cem>;richardhott<richardhott@live.com> Subject: Set Crew IDs Date:Thu,Aug 23,2018 10:27 am Attachments:Set Crew IDs-August 2018.pdf(10314K) I apologize for the delay in getting the set crew IDs out to you. I sent one for each employee as we are unsure at this time which crew will be setting the home. I have requested the Certificate of Insurance and will get it to you as soon as I receive it from our insurance company. Thank you, Stacy Hott - ` / President �6A/S `7 Set Connectors,Inc. 1. 36 Holman Lane I ��J� Norway, ME 04268 1 P Office: (207) 527-2876 N� Fax: (207) 209-1346 0 IF Cell: (207) 890-3977 ((n fst'6 . . : •• • . S • • if ' :, •..*, . j \ rk:! ii k;,---,.. . sta.- - 3_o ,1 '^-, Vial, /Et- 98‘.. JO a ‘1229tni":Wa''cnotavra stezigoZO -- ril, / - 7 % , s.•-•,, r„:41, 7/ i , -.. ‘ •-•fi'3/4 • • ^• oatsegs ' ,-_,-,N f- -,-- , c,„,,..,t,,-rn:', ,yen 3tt Nana IgrAt , . .,.4-•" . Mad lia1210d IC g ...; r TiAY , .. • /5. .4 4 • • .....- _41. 2 a.4"......-...., 0.-4 • - -' .. c!•,4;•_sr:—aSNaai• re'.:<. -._:::..-• i4 it sr, - \ isi SAIMPICI ny , vso . •C .&2«: :, i d », % ' i < ° # te\ $Ery ` 6e$ \ \d« @ a,& f , , . 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N Y Ski ;-,,,,,:t.,:/„...4Op{A , -7rrsr» t,;-:i W 1 �!}j . � �qo" s •x p:.; .;fin• , OtOY,,:„:-Ailrnirs4. ; `,i 'k,.rri,� 'gyp 'n ',< • SU3UNVldx .. 4•. s...,. ,.;,,.n5 ''''—H•_„. - ' �'~'¢14I r� i-rwp� `+, '.'p 'dry.., N.g • a x • • SOW 41- kg:.4:45/,,t, qte;firgi?-:‘ • 440' eggiogyr, e • 114,741$ • w •0. - colon totaxo :•• auto'owrze&• .; • J. . o maatanans u.av • - • ••• 3 " • -saiantaciaL'4.1 . • • • . • 1 • STATE OF : MASSACHUSETTS PROFESSIONAL < 0 O C N 'MA FUEL/GAS/PLUMBING CODE • BUILDING 72 EAST MARKET STREET W MA STATE BUILDING CODE, ITH EDITION P 72 E. MARKET ST. L •" 2015 INTERNATIONAL MECHANICAL CODE W/AMENDMENTS MIDDLEBURG, PA. 17842 PHONE: (570) 837-1424 o0 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ AMENDMENTS B S SYSTEMS, INC. FAX: (570) 837-6133 z a g �' 2017 NATIONAL ELECTRICAL CODE W/ MA AMENDMENTS O o - 2 • PLANT#1/PLANT#2 M x " o TWO STORY MODEL Q N DRAWING INDEX SITE ADDRESS: ~ z m W a1 110 SISTERS CIRCLE w s J �c a PAGE DESCRIPTION YARMOUTH PORT, MA 02675— ON- 79720 c-- 1 COVER SHEET MANUFACTURER INFORMATION: w o = PROFESSIONAL BUILDING SYSTEMS 2.1-2.4 ELEVATIONSa 2 72 E. MARKET ST. MIDDLEBURG, PA 17842 a. 3.1 FIRST STORY FLOOR PLAN MA MANUFACTURER MC MC221 SPECIAL USE PROVISIONS,BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY P.E. SEAL z a. 3.2 SECOND STORY FLOOR PLAN EXPIRATION DATE: APRIL 30, 2019 OF THE LOCAL CONTRACTOR. TOWN OF YARMOUTH 0 D 0 CONDITIONS, LIMITATIONS: MASSACHUSETTS: 5'-0" MINIMUM SETBACK FOR ZERO HOUR WALL - g W d o 3.3 FIRST STORY BRACED WALL PLAN THIRD PARTY INFORMATION: HEATING SYSTEMS: PREFABRICATED FIREPLACES REVIEWED FOR BUILDING AND ZONING CODECOMPLI-„ g Q q 2 n • 3.4 SECOND STORY BRACED WALL PLAN PFS CORPORATION AND FLUES, U.L. LISTED AND MASSACHUSETTS APPROVED, INSTALLED ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE TH b >- . I; 4.1 FIRST STORY ELECTRICAL MA THIRD PARTY APPROVAL AGENCY: TPIA-02 ACCORDING OR HEAT PUMPS TO FACTURALLED INSTRUCTIONS ACCORDING L). FURNACES APPLICANTFROMTHERESPONSIBILITYOF'A8BUILT' m 4.2 SECOND STORY ELECTRICAL EXPIRATION DATE: APRIL 30, 2019 TO MASSSACHUSETTS, ANDBE /OR LOCAL CODES. COMPLIANCE. BUILDING INFORMATION: VENTING SYSTEMS: RANGE HOOD AND BAN FAN TO BE EXHAUSTED TO EXTERIOR. Q 5 FOUNDATIONDATE �`�7..1 �+ EXTERIOR ENVELOPE SEE ATTACHED REScheck r 6 CROSS SECTION(s) CONSTRUCTION TYPE: VB ..i Y 7 RAFTER(s) USE GROUP: R-3 THERMAL PERFORMACE SEE RESCHECK FOR INSULATION AMOUNTS . R-30 IS REQUIRED BUILDING FICIALY: TO BE INSTALLED ON-SITE BY NE BUILDER TO COMPLY 0 m"q 8 CONNECTION WITH NE REScheck R-30 IS TO BE INSTALLED IN THE FLOOR '"-^S 9.1-9.2 TYPICAL PLUMBING 48 hour notification is required I— tj12 10.1 FIRST FLOOR HEAROSS prior to the set. The CSL on record will a sa N relay this to the local building authority. LABEL LOCATIONS: N =� 10.2 SECOND FLOOR HEATLOSS DATA PLATE PER DWELLING AS INDICATED ON PLANS _ W" If any connections have been concealed 11 DOOR AND WINDOW SCHEDULES prior to inspection, the building official THIRD PARTY EACH MODULE AS INDICATED ON PLANS PFS STAMP LU w ,. ps€ STATE LABELS EACH UNIT AS INDICATED ON PLANS • RESCHECK may request having the removal of o RAFTER / BEAM CALCS elements that conceal the connections THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. FILE COPY N z to provide access. This would not AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION. constitute 'Destructive Dissassembly. All PBS! WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING 0 t, connections on site must be inspected PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR CL by the local authority. OR BUILDER. ALL NOTES WITH REFERENCE TO "IN-FIELD", 'ON-SITE" OR I m 9 s tio, "BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL a CONTRACTOR. A CERTIFIED AS BUILT IS REQUIRED A9ng i FIRTOE BELINS^TALLEDEEVERY010000 SO.DETECTORSCO F.T. PER LEVEL THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL N AND SHALL BE AC/DC TYPE HEAT DETECTORS TBEI STALLEDSIN GARAGE PER REFERENCE. DISCRETENMODELS SION N(PLANS HAVING THE SAME SPECIFIC ES AND NOTES SUPERCEDE ANY CROOM H BEFORE FINAL INSPECTION SECTION R314.8 2015 IRC / 780 CMR ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DESIGN LIVE LOADS: DRAWINGS WTHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. WALLS (MPH): 140 VULT 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN STATE STAMP m 0 a oo COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE 0 - a ROOF (SNOW): 30 PSF REQUIREMENTS ADDITIONAL SITE WORK MAY BE: 1- 0 4 a FLOORS: a. FLOOR INSULATION - CRAWL SPACE SLEEPING AREAS: 30 PSF b. FOUNDATION WALL INSULATION - BASEMENT KITCHEN, LIVING, ETC.:40 PSF c. PERIMETER INSULATION - SLABS PFS CORPORATION d, INSULATION - PIPING EXPOSED CO UNCONDITIONAL SPACES m CORRIDOR: 30 PSF THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE Approval Limited to Factory Built Portion Only STAIRS: 40 PSF CODE REQUIREMENTS 5 s a o BALCONIES: 40 PSF 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION State:OORS: a. FLOORCC 0 OTHER: NA FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING a PERMANENT ELECTRIC SERVICE Signature: .l.°azolcLGJ'urrrli 3. PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE. SEE SUBMISSION SET FOR EXAMPLE. EACH INDIVIDUAL MODEL TO Title: Staff Plan Reviewer REQUIRE A RESCHECK TO MEET THE I.R.C. REQUIREMENTS 6/26/18 co m co Rc.. *ALL MECHANICAL HEATING SYSTEMS TO BE Date: Qo .^-- DONE ON—SITE BY OTHERS �.', *FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED CHRISO 6/20/2018 3:05:02 PM X o 1 0. • do . w a oN w r " N Id • rc O i 0 • PFS Corporation a m o 0 Northeast Region z N co APPROVED �t crz¢ " o cv • H Raup - 3 r-- Eln z m 6/26/18 N S c a Approval limited to `'' , Factory Built Portion a c > a a 0 a z I it o I- CO '' . OMIT SIDING (INSTALL WIND BARRIER ONLY) J o 2 ooN o " a „ c, re-') 0 0 } i & >-- a EZ"re' ' • . ' , . • . • . ' • • . • , ' ' . ' . ' . ' . ' ' ' ' ' . ' . ' . ' ' . ' . ' (J). l Y6 O2 14._G. �u . . . • ,ice ��_-1 „ N N I� BV � w H- CEILING ; . ; . C_J .......1 , , L CEILING Et ct g m „ cL — II _ , IIIA LA_ $ , m CO _ ... — = , 1 ■� = — a•■■ ...i _ _ 111_11 11_ _ s IL1_1_11111_L_;II . I 7 r2 ... ... ,■ ...I�■■ .■.lI� � ... LL_1z LJj1LL1_L J� j N `•' taL , , L, --- ---__,1 ' . ' , FLOOR ' . , ' . — FLOOR . L..I , . . . . . . . ,. . . . . , ._ 1 o 2. < 2 I: CEILING '�� — _ — — _ _ _ _ _ I 1 rJ CEILING Nrisrl a LI n _ _ IL SLTar'lel' S JI II ` no — ., __ IL ��aa�-M IL .ym3m il 2 12 I 1Cc I 'I - — E _2 1111 112 i _= 111 Ij == -a L__L_J_a a FLOOR iii a FLOOR 1 L. _1 mmm I I 1 _ o5 - ATTIC VENTILATION PORCH OVERHANG,SLAB,POSTS AND RAILING . Q e�c LOWER 50% 0 EAVES FOR PORCH TO BE SUPPLIED AND INSTALLED • ON-SITE GARAGE b tory REO D1.63 SUPP11ED2,_4$ ON-SITE BY BUILDER t mo e UPPER 50% 3'-0 MIN ABOVE EAVES REO'D1.83 SUPPLIED2.16 (3 PCS) CHRISO 6/20/2018 3:05:02 PM ///'''��� - ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS o < �• a 1 m 0 m 0 '• r m r m > 0 F r Z Z C 0 G) > r I 0 C (n m -< rr D m 73 0 m r m • p Z Z . I Ct D H H m r7 m U) Lo 0 o a C) D m 0 O Z 0 I in 4 m r--I co H 0 IC I V m f-n to z N l • a II z .a■■f ■om a ■ ■■ MEM. rI■■l ■■N■ r , b7 ii■■ k › ■ S ■��■ _ 7d rd 7c) 0 min .< ■■■■ nom -c ■■din . !IMO slam. I da o hi o to = asw COco w = p3 11 ir o o j.11:1 13op ta 3om..71. °° 19 C O o aaW Ota nt 00 = 8 O 7 w 0 o 0 m rr F rF O Z O Z PAGE: DATE: DRAWN BY: STATUS: 2840-PRESTIGE 2 STORY BUILDER CUSTOMER • 04/26/2018 HMS CONFO REAR ELEVATION MOULTON REAL ESTATE & CON CEFOLE ts,j06/11/2018 5MW FINAL CITY COUNTY STATE 6/20/2018 COB APPROVAL YARMOUTH PORT BARNSTABLE MA IDPROFESSIONAL 72 EAST MARKET SIIO.Lt WIND SPEED SNOW LOAD 50. FT. • PH E: (57. 8 17142 140 MPH VOLT 30 2200 BUILDING PHONE (570) -613324 SYSTEMS,INC. FAX (570)837-6133 ORDER NO. SERIAL NO. FILE NO. N.AKMOVA in 79720 P79720(760) • 0 • 0 w Q N 0 k t N Lt. < Lu N ¢ U w S 0 PFS Corporation a mo 0 z ra - ; o Northeast Region U, oUD APPROVED a z Z • a N N HRaup - 3 1--12zm z cn 6/26/18 N r e N. 0_ Approval limited to J 7 Factory Built Portion a D- w 0 = O' Cl a_ < zo r 0 a OMIT SIDING (INSTALL WIND BARRIER ONLY) 0 r _ cc W = o o w M a 9 tr rn 9 g o h m a a 2 o CC O r-'R Iz 1- 71 Z a El.is. iiiiie77 No .-� , ' w j 0 • LU Q 0CNI -J O k M y N ly 6 wi x U • 'nw PFS Corporation CO o 0 Northeast Region a U N • APPROVED a O tN HRaup - 3 wco � m . 6/26/18 N a Approval limited to `' Factory Built Portion ¢ o w 0 = z G_ a a Z 2 > g OMIT SIDING (INSTALL WIND BARRIER ONLY) = 0 a = m u 0 0 D 2 N C m a $ x am r- 9 } i id ^ m u i A h. n'u .Pigs v�Ao �� fJirs'4f��j i�r� fzYJ�S�'��-G/9/�' z ^F. o gip` CEILING $7 �orgiv5/ � tr //✓,i \\"` 12 & �T / CEILING cx - 9 �r reeug ? ' P/AdM f�da 4 T , 5 /' • �'', \`�\,\ Ar /6��0-C.. fae.Tn/, Al..w t7�Tr/rtEGl 40 /,'' /Qj? �rrGlrlo.� (�/R// `G+La/�J 7 ;.\ 6drr g0et 4t. FLOOR a, ,%' /�US�Wv per . /JGio� �d S/ois5. FLOOR �,I.- / a (G Naw Rine. -/g/io. c . �t€16197ICs ')\\ /A;ole Avg 9 * cr; /7"44.-4Nr �l ) D z _1 > /Jyatiitn A+r B,Aaf'rf �jgaCrlS 1 IDNl'//UvO,S HVAC h. � 0 a a CEILING CEILING U 3. 4 • I rl I, rl i, A// 4411th 4- ci/ rie�$M7 i cl Qr/G 4G, C. m I r I I I • f 1 r 111: I b � / wGZ a I �n 0 G/b �/O" `� p o FLOOR II I rI fir' e'cst_v6� S FLOOR GPh S __ ___q 4 / 4/� J Q�� m m m �'/A$1 PORCH OVERHANG, SLAD POSTS AND RAILING / /V �r kG A/ co �� PFo le PORCH TO BE SUPPLIED AND INSTALLED ON-SITE GARAGE /1"."77- eO,t�G4-6 < e ._--- 0 re ON-SITE BY BUILDER a Co CHRIS° 6/20/2018 3:05:02 PM o o �Nnti s �„� 2.4 ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS u a BUILDER IS RESPONSIBLE TO '5/8"CEILING GYP MECHANICALLY FASTENED' SUPPLY AND INSTALL GAS LINE • LOT LINE SET BACK FIRE-RATING/SEPARATION N- NOT REQUIRED UNLESS SPECIFIED OTHERVASE ,, 1 - LET - PFS Corporation_ o . N -MECHANICAL VENTILATION ON-SITE BY "N' weaPWI L_ r i BUILDER PER TABLE M1507.3.3(1). 6Ln t Northeast Region a 0 DUCT TIGHTNESS AND BLOWER DOOR • a s'imDARD 1 TESTING ON-SITE BY BUILDER AND ` TOW , `— .GB. APPROVED o CERTIFIED BY STATE • 11°A 6i 4 u. W IF MADE HABITABLE ROOM MUST BE - TOP OF e °' H Raup - 3 8 m @ o APPROVED AND INSPECTED BY THE I D tOP.I S. o In LOCAL BUILDING INSPECTOR 6/26/18 O rn a /a �n� Approval limited to G' § CO N Ili Factory Built Portion a N • IW- m z N 6•_g• 27-111/2' 35'-6' 40'-0' 26"-0" a D m N. • NDR N 1 ]"DRAM& XOR: 3-2x6 (w/)_. F- G d v 7 1/4" K 2-3/C SUPP. PLUMB FOR SPF�2 SPE I W J 610-EXT RIA 2n4 S DR ICE;11(F 24210 ^24216 I 1fi'_7• I WM12 W3030 BB30 W243D a k ~ i-{—J W 0 = z o /j �q +, a a ` N I `F-1`J i B30 Ell 0[PTT 93" -b O w n +II Z = <_ 2'-O' 3"RAM VE NT L' 15-Y 0 R "-j =w UTILITY W 1_ • 6 �), @d N MOULDING..., O Ol 3 \�et et O = O KITCHEN Y{ JIII n °;� C DATA PIAIE, STATE LABEL 'n $� I_ m N w a CC ()1 N. In J1 `5nm� p LT CROWN tlROLDING� MID AS LARL LOCATIDII 9 r 1;Qa FAMILY ROOM 1312 (WB D r L a 'm 1�-,, z ql •I . a Nen Sp FW 16664 I 4'-Y @R �6,.p cn 9 LUghl4II Roc 1135 26 8 ROUGE PlW6IN0 FOR rv -PWSJ eI - 362E L•nl Re¢We6eQ 667 BON TENT(SEE P6 II) .� 01-91E RI 91OWER 55 IT 2 Vent PraHe& 13 B \ 36'CTDP / n B10ER 10 PRONDE ASP. cy •xrtcRER CABIEFO PESDCf[6ER1RF6U6r a y6 I •9 .- maino — , ICt ¢Ya z, O n�7 P.E. HALLcn-Pn zt- G..-.a Z P . -1 ON-SITE GARAGE BY BUILDER /� aI • 2-0ALL GARAGE CdIS1RUCMIR INDLIWG BIT NOT tAllMED c ( 1 J i•6 c 2 ]-2N F6 ) ___ 1 a --1-1 TO RE RE SEPARATE&BRACED WALL AA EICCIRCAL •I d Z VA . ItsI OMIT 3'-11'SECT 9x0 GPAOF DROPPM14DR y6 DROPPED HDR PLANS TO BE RENEKq INSPECTED AID IPPROVED BY TIE p- i� �`J-2"6 FE CLC!WALL GYP BOLT 0-6 GDR T12TER I_ �� LOCK BUILDING OHIOAL • N cc e1I�4 al e. STUD GRADE pa SND_LwIS 2-7 1/4 5'-4' 4 5'-0' 1 O 1.�S OIFBTME �1/2` r�:i LJJ 2 N-2 h261� V) lx (.3 " BATH MJIII \ --- O �'o Gr�i/,( li�+j,�v,6.b -T F /w/ ,_ g g )VL AOVINtlWIDINp Cs VT MOWN 1100L01140.% /- LL E/2 [7 f/1 o LIVING ROOM I� DINING ROOM ,. 9 µ, 2 M / R""n Sp FL 16].61 •� I r K 5 51 .— a Lgnl Req. 13.09 - 0 d m En t °W ,� W LMH PMet 26.6 � cri fTA' VM Rea 6.54 • •- GL.O O au BmZ KM PrRN6eG 13.5 co• FOYER • tl ' 2ro ' ops g3 ACV/6" g lr✓iMocn! N rt. Q \ C,VS MOWN MOUDING� /'TIcAoEPS - 6T-71 • D o - C I� I 1J'-10 J/4' 1-, '• P ^ 24-B •J/4' • _ °S' F........_.I 1...........? J 1 t N J ����1 .l _ NOrES- • Dev44/4 1:l ac.4 soros Aft a I, N OU 4 a 3056 3056 310-EXT IEM056D• 3056 ♦ /J 4-0' l I1'-2' 20'-0" l 28'-10' V Jfi'-0' 40'-0' 4007'$ I el/AeteVe.<S h1Qc$ 1401: 3-2x6 HDR 3-216 HDR: 3-2x6 HDR 3_296 HDR: 3-246 'o SPF/2 SPE/2 S'F 12 SPF/2 SPF/2 e PORCH OVERHANG, SLAB, POSTS AND RAIUNG ' Y FOR PORCH TOBE SUPPLIED AND INSTALLED m ` ON-SITE BYY BUILDER Z • .c '' U) 8 a 2 m L, • 40-0' 1 Lci e CO m m CODES: W N 'c':',MA SINGLE &TWO FAMILY DWEWNG CODE(780 CMR)-9TH EDITION 4 . a MA fUEL/CAS/PLUMBING CODE C N r 2015 INTERNADONAL MECHANICAL CODE W/AMENDMENTS 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ AMENDMENTSO 2017 NATIONAL ELECTRICAL CODE W/MA AMENDMENTS CHRISO 6/20/2018 3:05:02 PM NOTES: 1.*-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.8'-011 CLG. 9. 2.2X6 EXTERIOR WALLS 16'O.C. 6.STAIRS TO BE 81/4"RISERS AND 9"TREADS. 10. • 3.2X4 MARRIAGE WALLS 16"O.C. 7.CLG GIRDER ABOVE LIVING/FAMILY RM TO BE:(3)11/2"X 91/4"LVL(PER UNIT)STACKED 11. 4.ROOF RAFTERS 16"O.C. ' 8.HEAT LOSS WAS CALCULATED IN ACCORDANCE W/RESCHECK INSULATION VALUES 12.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY au SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 52700 • 0 0 Lil < N ' PFS Corporation o m c N Northeast Region " 9 APPROVED o H Raup - 3 a LJo s � 6/26/18 o '- t o ' Approval limited to Zen r- 15 Factory Built Portion a 10' 4•' 19,-5• 28,-0• 35•-6" 40'_0• H Z m NOR: 33_2-�-j1EMPEREO. 3"RADON VENT D:#1-2'16 2'6 0• Min;/ 2"6 HDR: 3—.n..6 124210 2•FUTURE VENT � �� 3046 3046 7 w .J a J I— 1 6r_6. 9._0. T-11/2• / \ 14'_6 I/2' w 0 = i CL CI- /\^\/ 3qm2 O 7 a • ,C �` / +w C J3:0. 11?QOWN MWIDIXO O Z) :1 2-2f N Wff0 I \ BEDROOM #3 ) e —1 0 o , x Ex-..0 ` ,ens .,_BATH #1 RPMs salt: 12987 p 0 , 0 WALK-IN 1 x \Y-9' r ' 1039 • W g Q °R 2 m CLOSET �(/\/J < CYT 0 lr�'prl RRVVRI: 21 s o : J m ml • I Vent R•9 519 9 3 1' i o In cr., Vent Provided. 11.52 m 0 o 2 � m "�•. co 216 tc a<' y,H N. za •i .N� N-- 5 ;;0 o T�7I -.E CLO � Lb %'-+ LJ O 2-0• s9 .3-0• • /6 y\ \� 21\, ef�/216 , . -- , I as I 12'-10• ` j 1'_10• SP1 sTA/E Mill MR MIT DOOR V i.W.V N•3 1 ACC o �� N /91EOER 10 PRONOE RP n' a PAN t I /N9lLA1E,9RN IN1 APO • O Q rl N 10 -- 1 NO WIC\'' 22'"30' HALL F--�� 'n \qp LIN WALK-IN ;., /SNEAIR OWR y I•— 21 l-el A I STRP 'E RO I P'E'I _ a CLOSET a (n a o ¶0 OMIT r-n'SECT 216 216 N oii o z.e!s ac k WALL cm 2-2.4!s `• 216 '.�R�, 2/6 0 c SLID GRADE STUD GRADE :: / O \/ 0 NS g o= \a WWW WLI. Pa 0_W .,E• _---- __ C (`.Ili vrcxorxMwww >- BEDROOM #1 ) ~ O R.an Sa R 235 53 I-- 1.1.1� •I 1411 R.q: 1884 Cl I<ntowwMWIDINO CI IT CROWN MWIDINO N g Lent Raabe: 32.4 I� -0 g ° Mi '- y Vent ReR 9 42 BEDROOM #4 BEDROOM #2 0- C o Vent Ra:N! 17.28 . 9 Ah 1411 •Sq il: 9115 26 Rewn " lR 13489 I N p} 1411 Req: 9z6 Lgnt FrO 13.18 d m N2 • a LRM Raided' 21.4 Vent N.M.& 21 5 Q Vent RN; a.5 Veit RAmide. 6159 Q� To Vent Raided 11.55 Veil PrPVEeS 11.52 3-0 00 N • ee ussarmE CLO 13'-3" 9'-11 1/2" e�2•_0• 12'_8• 1' 3046 I 3046 1846 13046 1846 3046 I 3046 I N ° a 1 ` l 1 1 a 4'_0• Ii'-2• 20'-0• 26'-10' 36'-0' 40'-0" //22 NOR. 3-2"6 HOt 3-2+6 SPE I2 2VB NOR:82 286 .7 t%'s•'LVL SPP 12 SPF 12 '5/8"CEILING GYP MECHANICALLY FASTENED* m .• N 3 o m E Q = N U EY 0 N a b\O CI 0 NDN Y 10 CHRISO 6/20/2018 3:05:02 PM o o NOTES: 1.*-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.8'-0"CLG. 9. 2.2X6 EXTERIOR WALLS 16"O.C. 6.CLG BEAM ABOVE BEDROOM#1 TO BE:(1)1 1/2"X 11 1/4"LVL(PER UNIT) 10. 3 • 2 3.2X4 MARRIAGE WALLS 16"O.C. 7.FLR BEAM UNDER BED#1 TO BE:(3)1 1/2"X 91/4"LVL(PER UNIT)STACKED 11. a 4.ROOF RAFTERS 16"O.C. 8. 12. a. 0 - W QC.) PFS Corporation o < • N • Northeast Region oLIJ in APPROVED ixo tn Li H Raup - 3 m 00 6/26/18 o F- t 0 C.) 0 Approval limited to z 0 LO g_g• 15'-0 7/16" S'-p 3/6• 31-2 15/16' k3Factor/Built Portion Q oN 11.1 H -m a a)) • Q o W n © t , 1- u a ^ e R II W 0 = z \V'/ o YA E j =__.____; unurY o i- o J 0 v raolw � 111 0 KITCHENI 0 1________. , w Q '� rc r-- ./''l 1L(:10 FAMILY ROOM ( m d t r o v H` . 1 —� r Z + %� Q : –I � • O m1 HALL to 1 1 7 n ice_.___—__ gcaV 0 - o . ..---' o -� LJn i n - Q r • K (n m BATH pJ UJ } g q Itp LIVING ROOM O 1 j DINING ROOM I CL O° 9 rn I • UI ¢ 5 > ~ � a m u 11_11 NI �� FOYER II II 11 Ii to - II C. Os n P.E - i ___1 i__ .4 j iNI- / J O Q O © ti a n U Q 2'-4 13/16• J'-11 5/B• 4'-6 9/16• 4'-6 9/IC J'-I1 5/e• 2'-4 13/16• M Z tri OD 3 I E 0 i Q I U) U ce 0 • 1ST LEVEL ENDWALL#11#2 1ST LEVEL SIDEWALL#1/#2 gri• BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS 6 • T >4,896 LBS[CONNECTION TO BE DESIGNED BY OTHERS[MIN COY m T�2. 6 S.B.SHEATHING f 76.0.S B SHEATHINGm 3X6(SPF 61K1)WALL_y �,/'O•pRYWAIL 3%0(SPFe1W3)WALI n•DRYWALL (2)2X6 WALL STUDS FASTEN TOGETHER W/(2)ROWS NOTE.NO COCOVERE ALL CONNECTION TO THE HE CORNERR00 T OF IBC COMMON NAIL6.TO.C. IF SHEATHING COVERED ALL THE WAY TO THEW tyN EXTERIOR INTERIOR EXTERIOR INTERIOR BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS EDGE OTHERWISE.PROVIDE CONNECTION AS REQUIRED. Q b N -FASTEN BEB WITH INTERIOR. -]NB'O6.B.AILS0EXTERIOR(BLOCKE6G 1STAPLE GYPSUM INTERIOR FASTEN MIN CORNER STUD CONNECTION.(2)ROWS OFIOD COMMON piN •- O FASTEN O.68 BC NAILS®/•OC FASTEN GYPSUM OO.SBNATH BC NAILS®B•O.C.OR[BGA STAPLES®3.O C.PERESR-1539 & >4,T60 LBS[CONNECTION TO BE DESIGNED BY OTHERS]MIN NAIL6®18'OCOR(8)tl4•DIA LAG SCREWS EQUALLY SPACED et0 Wl SC NAILS0TOC.EDGE/10"INTERMEDIATE. (JULY 2018)FASTEN GYPSUM WI SC NAILS 0 TOC EOGEIIP INTERMEDIATE. (2)2XeW 6C DSCOMMONFASTEN NAN ILS C.(2)ROWS o p IQ OF • CHRISO 6/20/2018 3:05:02 PM . Y. 3 .3 0 0 LU ¢ N PFS Corporation o W c N Northeast t.,_ <L.Ll txw APPROVED o N w H Raup - 3 d m o0 6/26/18 o a -, • 0 • 9'-0 15/16' 6'-6 7/8" 5'-8 3/4' 4'-3 5/8' 2'-10 13/16' 0 Z ° Approval limited to cc C5- Factory Built Portion a N Z m z rn © •• 0 u 1- C d /y LM J J I- j • W Oa' 2 z • CC 0- Q NS Jo fljo 0 ~ 0 I— - .t '� BATH #1 a BEDROOM p3 =0 K e �- z 0 O - WALK-IN0. • rc n CLOSET o 0 m ill O _ - 9 } o r f b m i U 9 O O •\ P.E 3 O a di-d;, 0\ HALL " WALK-IN U 1 2 Pt 4 in _i �ao^2 • ■ Q arcing MB ON i in • f l/ \O w �s� 'RE CD CD 1— CC BEDROOM #1 (n m • BEDROOM p4 - - BEDROOM p2Q_• 0 I' �'u 9 U, IN d m CO in 9, _ O 'a i CON N ` R to n G J -C • H 0 'C o en eLa 2'-4 13/16' 3'-11 5/8' 3'-9 1/4' 3� 9 1/4' 7-11 5/8' 2'-4 13/16' } Q 2 N OU C O • 2ND LEVEL ENDWALL#1Z/#2&SIDEWALL#1/#2 - 6N6• SIMPSON CSI6 STRAP VW(5)10d NAILS EACH CO m 15`O.S B.SHEATHING T-16 END OF STRAP(OR EQUAL CONN.OF 771 LBS) NOTE.NO CORNER CONNECTION WSLL BE REQUIRED co 3X5(SPF i1T!)WALL /2*DRYWALL SECOND LEVEL STUDS TO FIRST LEVEL STUDS IF SHEATHING COVERED ALL THE WAY TO THE CORNER W N O 5 �y I/' EXTERIOR —II INTERIOR EDGE.OTHERWISE,PROVIDE CONNECTION AS REQUIRED. Q 04.......0 O -7/15'0 S B EXTERIOR(BLOCKED)wl 1/2'GYPSUM INTERIOR FASTEN SIMPSON CS155TRAP NN(5)lOd NAILS EACH MIN.CORNER STUD CONNECTION.(2)ROWSOF18d COMMON pcN � N 0'S.B,WITH Sd NAILS t6'OCOR 15 GA.STAPLES®S'OC PER ESR-1539 END OF STRAP(OR EQUAL CONN OF 715 LBS) NAILS®160COR(I)1M'DIA LAG SCREWS EQUALLY SPACED V CO (JULY 2018)FASTEN GYPSUM WI Sd NARS®TOC EDGEI IP INTERMEDIATE. SECOND LEVEL STUDS TO FIRST LEVEL STUDS b CHRISO 6/20/2018 3:05:02 PM 0- • 'C 3 .4 a • I FFT SIf1F 7r0 AMP SFRVICF PANF RIGHT SIDE ORCNIT BREAKER WIRE YORE BREAKER CIRCUIT O • PFS Corporation IOENOP DESCRIPTION AMP ZE T y SIZE 9zE NP OESCRIP00N DENRP. W Q O • Northeast Region I _SIllS APPILINCE MIK/0 20A 110 12-2 2-2 110 20A 9111 APMIANCE MX(A) 2 - - k, M s N 9 3 SMALL APRJANCE M 20A 110 12-2 2-2 110 20A SMALL APPLIANCE MI 4 L� •E^ • APPROVED 5 _ GENOML LRM1110 N1 15A, 110 14-2 4-2 110 15A GENERAL LOOM M1 6 UJ ' g 7 GDERAI WHIM N1 ISA 110 14-2 4-2 110 ISA GENERAL LIMING 8 w _ H Raup - 3 9 BATN 12 (GET) 29A 110 12-2 2-2 p (GR 119 20A BAIN ) 10 II GENERAL 1.112111516 MI ISA 110 14-2 2-2 110 20A ONE GOOIER WI(GR) 12 W 6/26/18 13 DISHWASHER MOM 20A 110 12-2 2-2 110 20A RAMI MOM 14 a m 6 M Approval limited to IS WATER HEATER JOA 220 10-2 8-3 220 40A WALL OVEN 18 (:) I--- -, o ' Factory Built Portion 17 WASHER A7XGEI) 20A 110 12-2 10-3 220 30A DRYER 18 0 z n 19 GENERAL LIGH NG Ml ISA 110 14-2 M CC O 21 - SMOKE DETECTORS MI ISA 110 14-2 14-2 110 ISA GENERN LWIETING MI 20 Q N LA 23 GENERAL WRONG M1 ISA 110 14-2 14-2 110 15A GENERAL MONO An 22 1-- Z 0] a N Co • YIOOI �� 25 GEW1AL U(MTNG on ISA 110 14-2 14-2 119 ISA GENERAL MING AFI 24 Q j w N ` 27 - SPARE SPARE 28 I- a G a (�'� © © �.1 - /-- ---1 U 29 SPARE _ SPARE 28 W J DINES L111�Gn r -« I- NINE= BARE ___ ___ ____ ___- ___ ___ SPARE 30 J 1- 11 iI vli11 -•- --33-- -SPARE .___ ___ ___- ____-___ _ ` SPARE 32 Q O e CIVY • I 1", ill 01l a. c 111 I IC I __ _ W O i G 35 SPARE SPARE 34 CL = I r N : , Ay `• Ed y= fr, 37 SPARE .-a SPARE 36 a < 1 ►1/I�L!� . _ •_ Z I J L 4 KITCHE I Tr: :=1; UTILITY - I- O / I- a rc 0 ri OW III O I WI PK my \oO - z PAER L - W,14 O of EE _-_-_ c __ µ Q w FAMILY ROOM ., R =�n Ir TO FUTURE GARAGE sl urI° m Fc`_ I21 j m o I II _ f I.1.... �TI. , LL - J J_ 4_-d LA_ m+H ' \'‘......""adj...-.....?- I �� FUTURE GARAGE ELECTRICAL PROVIDED Q Z • ^ �o • © I 4 / r--�\ ONSITE BY OTHERS PER STATE AND LOCAL Q . r I r-- P 7 1 CODES AND INSPECTED BY LOCAL U) -1 '° 332 -A ling. y -lL�l1 AUTHORITY HAVING JURISDICTION. Cl- a¢,^M^ . P _____ - =moo - - N ND5W r MAI -1--tp :Trt D __ .0 o �_ r. I I a _ I I W -J n S 1. p$ I I Y-1 a I O W .I I P _21---11A1. AO%MRA FOR nut Id 1— ?- a( 1/ IS --2Ina FQND sID RRCC44ECMM til IX m /I I S A ;, • rcrtGras LLI JBO%IN ttR I\ LIOMr i (ii ,4 �/il Q POR BSNT W r z 5 a 1 I O d m NG �; jj is K P; DINING ROOM oo Q� 1--- FOYE `SI' 4 ii�j� r e J I 3& J q:-,.,.,,.>a� F` -�--ALL-325-V06T,-+520 AMPERE RECEPS. IrIe `/ _ I rY i r ,. riNSiALi{fl-11J-AREAS SPECIFIED BY 210.52 {-{ 5) / leech I l,, I I ELEC. DROPS TO SHALL_BE LISTED TAMPER-RESISTANT TYPE. UI _f BSMT PANEL = O _i > l,_I I BOX 50K UGHT BOXES E- i a o }-- V. UTILITY, RANGE, DISHWASHER, AND LAUNDRY A- U z a --'I cE1 GFI RECEPTACLES TO BE ON AFC! BREAKERS UI p FIRE ALARM SYSTEM; SMOKE/CO DE FLOORS MS9.WATER HEATER (P E.) TO BE INSTALLED EVERY 1000 SO. F.T. PER LEVEL AND SHALL BE AC/DC TYPE PER SECTION R314 3. HEAT DETECTORS TO BE Y INSTALLED IN GARAGE PER SECTION R314.8 CO 2015 IRC / 780 CMR z to 3 m ALL BRANCH CIRCUITS SUPPLYING 15 AND < i y(1 o 20 AMPERE OUTLETS, AND SMOKE re DETECTORS IN KITCHENS, LAUNDRY RMS, 0 BEDROOMS, FAMILY ROOMS, DINING ROOMS, • LIVING ROOMS, PARLORS. LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM OR AREAS m m a0 SHALL BE PROTECTED BY AN ARC-FAULT o 0 CIRCUIT INTERRUPTER IN ACCORDANCE WITH rW- ��\ SECTION 210.12, 2017 NEC. < o - o Q N�N CHRISO 6/20/2018 3:05:02 PM o e 2 4. 1 • I FFT SIOF 7 r 0 AMP SF9VICE PANF RIGHT S11W ORCUIT BREAKER WRE WRE BREAKER ORCUIT O IDENTIE DESCRIPTOR SZE SZE SIZE SIZE DESCRIPTOR IDENTF til < 0 AMP VOLT VOLT AMP PFS Corporation 1 SMALL APPLIANCE AR(61) 20A 110 12-2 12-2 110 20A SHALL APPLIANCE wKa1) O W N 3 SMALL APPLIANCE M 20A 110 12-2 12-2 110 20A SMALL APPLIANCE AFI La. r a • Northeast Region 5 WOAL LOGIC M ISA 110 14-2 14-2 110 ISA GENERAL WRING AR U 1^ u' 7 MEM MING WI ISA 110 14-2 14-2 110 ISA GENERAL INNING MI cc APPROVED 9 BAH /2 WI) 20A 110 12-2 12-2 110 20A BA1N n (cR) I 3 11 GEIERA.001MG Ni ISA 11O 14-2 12-2 110 20A WE GOER AD(E1) 1 VI 14.1 H Raup - 3 13 DISFMASER ARM 20A 110 12-2 12-2 110 MA RANGE MOO 1 a m <M 6/26/18 15 WA1FR HEATER 30A 110 10-Z B-3 220 40A WALL OVEN 16 ZZ Fa- 3 O^ • Approval limited to 17 WASHER MICA) 20A 110 12-2 10-3 220 30A DRYER 18 CJ Z v��i N. FactoryBuilt Portion 19 GOER&LIOI NG MI ISA 110 14-2 cS p 21 SHOE DETECTORS AR 15A 110 14-2 14-2 110 15A GENERA UGHIING Aft 20 ¢ N 23 TERN DINING MI ISA 110 14-2 14-2 110 ISA GENERAL LIERIRNG Ni 21 H Z m d N 25 GL€RPL UGNING MI ISA 110 14-2 14-2 110 ISA GENERAL WRING All 24 a 2 w N 27 SPARE SPARE 26 I- $ G 0_ N— 1- - 29 SPARE SPARE 28 W J _31__ SPARE ___ SPARE 30 A_ n --- 33 SPARE ; SPARE 32 a 0. 6 • '�J.B N ttAiNGI //' "'iEDROOMff3 35 SPARE SPARE 34 CC 0- = z• IXi RADON PUMP a37 SPARE SPARE 36WALK-IN H OCLOSE? m I• , ll Y H0 Ili � � 1 .pa BATH NI = W r- , O 7ocrM O i n 1 J 1■■ ireskjil ■ 7E1 ; �I ■ tiumi t44 ia �M\ `� I �1�� F .J •,••"10 ATT 1J B.9_J UI 142,- Mie �, / % Z nl^nu' 990 N 151 FUS FLOGN FC8 Q. 1 I ,• l , ~ -1 -.......-3 0 1 651IT,151 NO 210 RR t HALL II . s/e (n a- se'ie �_ Cb1A M.5 FOR SEC III ■ , ■ - .971 =Ne h IF', re r� AAW6RCIR5 = � =a �— N � f n O �1 , \ 1 I W J n3a d L____J 0 W ell BEDROOM #1 o I (n (O _O' c L Jk] N o H BEDROOM p4 r BEDROOM /2 Q_, 9 II N d m N! —� D _ CO - = a N N r J g) c , ell) 117ql 1 J LL illi —�— j L" .5 O J < o c a 1- UEL D. n a co m z N 3 o a• S N 0 CC 0 • 10 co to O O I- N N pN a b• \O o S• IN CHRISO 6/20/2018 3:05:02 PM co ID Lu• 4 . 2 a • 0 If ,&,apte- eti,"-oad3 PFS Corporation W Q o fel 4s-Z0C^70 s-t' 04 Northeast Region < 4 N LL. vI N S APPROVED . o H Raup - 3 • N w 6/26/18 3 z a 0 rn Approval limited to a 0 . 0 •. Factory Built Portion z F. a o N 10'-0• 26'-0• t H Z m z 01 I < c a- • 1793 PLF r Q K • I r33 11) — 1- — SIDEWALL ANCHOR BOLTS(TYP.) Lr a_ a 4 • Acre "O.C.OR5!8"@72'O.C. z M 1 2' 00'14 (OR EQUAL SHEAR CONN.OF 7,377 LBS) • o 'o oo 74° a <0 % • .m a * S ^ • Y ENDWALL ANCHOR BOLTS(TYP.) 1/2"@23'0.C.OR5/8"@34"o.c. 6-PC. 2X11 ' EPL STD (4)2X10 Q�� L-- /(OREQUALSHEARCONN.OFI4I6I2LBS) b‘l'I f• 11 J ›- . _ Ag )�.�/�•� CC _r•s 5'-5' 9'-2• 5'-6' 5'-6• 5'-6" S'-6' ]-5• //� ! 0 • 756 PLF 1 756 PLF 2100 PLF t 2100 PLF r 2100 PLF t 2100 PLF 1 2100 PIF • r( n 1 I I I I I 4, /�Q ~ xd2^ e i i i i II I GARAGE SLAB �/ - - N Q i h s .r__—___{_H__—_____— _�._o4__—___{_.-0+__—__+a+__—_ -Ho_.F.__—__{�_{-__ .- ad a gWv r eu1 rouNDsl I - t ` N T n I i COLUMN REQUIRED / • • W Z n 3 R u- HOLD DIMENSION // • • Q • 8131 POUNDS CD NOTE UNIFORM WADING LISTED I.••ADDITION TOTHE SPECIFIED POINT LOAD. }O•z30•X12• CONC. ~ FOOTER W/3 1/2• N o • /e// �,y'- .. DIA. COLUMN • Z le. /N//pI✓/lI, /42/4444r0 o `Gn r/rvovs Q 0 §3 . .n eLLL ddv `����S� ENDWALL ANCHOR BOLTS(TYP.) I o 1 1•', c't/ C �aybr9• 112"@23"O.C.0R518"@34"O.C. � 0• d CO ye (OR EQUAL SHEAR CONN.OF 14,612 LBS)J "t QL i SIDEWALL ANCHOR BOLTS(TYP• .) (y • 1/2"@72'O,C.OR5/8"@72"O.C. - / // / , (OR EQUAL SHEAR CONN.OF 7,377 LBS) ! d 4Y/n77"t; • r)(MINIMUM CONCRETE WALLS/6/1 L r/ J "--•,.,7- • • • 1793 Pik • I YJOT/os, 5 /hfAingi ,h, y 81 ¢ a z o e /��i �� .s� u O. LL a , / PORCH AREA -I } 0 • m ? fecpb{cOl A Le_ rein I " J 0 BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS A- •4.898 LBS.[CONNECTION TO BE DESIGNED BY OTHERS]MIN. m (2)2 X 6 WALL STUDS FASTEN TOGETHER NR R)ROWS te TO OF 160 COMMON NAILS OrO.C. LJ ry iv S FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. / ,BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS o N N PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY l� & >/.T•A LBS A H TIONTO N FROM TOOTHERS]MIN. \\ LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. m:x 6 WALL COMMON NAIN / rTOGETHER cC.(2)ROWS o 0 CHRISO 6/20/2018 3:05:02 PM to NOTES: 1. 5. 2. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE /� 3. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI 6. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REOD. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION u J 4. M OR S TYPE MORTAR TO BE USED AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. a. • ON-SITE CONNECTIONS (SEE PGS. 3.3-3.4, 5, 8.1-8.3 FOR ADDITIONAL SITE CONNECTIONS) Li Kt ON O W t N LL . LI Mei n PFS Corporation o( ' Northeast Region a LU O RIDGE VENT APPROVED z ; �' ASPHALT SHINGLES WI SELF-SEALED STRIP SHALL 0 COAPLY W/ASiM 0 125 OR ASN WX62. NFA. TD FASTEN H Raup - 3 " z r- /'`, W/8 FASTENERS TO COVER ALL MND AND HEIGHT REOUIREMENTS O • „ • `, 15/FELT PAPER 6/26/18 w CO d Approval limited to a w m 1q 7/16 RATED OSB ROOF SHEATHING Factory Built Portion N- a 7/12 RAFTER ROOF 0 II”O.C. • ICE SHIELD EXTENDING FROM THE EAVES EDGE TO A ' J PONT AT LEAST 24"INSIDE I- THE EXTERIOR WALL LINE OF BUILDING R-313 FIBERGLASS INSULATION W/VAPOR BARRIER W0 = i x 2' AIR SPACE PROVIDED BY BAFFLES d d a AT EVERY OTHER RAFTER IX SPACE ALL RAFTER MODELS Ogg; �� I O H O 1411��������������������1�����1���������t���4 l.. O��N6ti�tittiittN�lttittiVtf11t 11: ALU WB-FASCA 70 v ALUMINUM FASCIA v ;B- VINYL VENTED SOFFIT u O • ]'COMPRESSION STRIP Q 2 N B. 5/B'GYPSUM CEILING SHEATHING : UI M Q K n c $ DOUBLE 2.8 TOP PLATE(STUD GRADE) w 01 'S 2%1 DBL.TOP PLATE(SND GRADE) • 9 r ¢ . R-21 FIBERGLASS INSULATION W/VAPOR BARRIER 0 1/2'GYPSUM WALL SHEATHING 2x6 STUDS 0 16'OC. (STUD GRADE) THERMO-PLY STRUCTURAL SHEATHING OR 7/16'050 . Ili•` WATER RESISTIVE BARRIER • • 2%1 STUDS 0 16"0.0. (STUD GRADE) 22 • '• 7/16'050 EXTERIOR WALL SHEATHING ;'• 2%6 SINGLE BOTTOM PLATE(STUD GRADE) ✓ C• 2x6 SOLE PLATE STUD GRADE FIS a . 'w2. i SINGLE LAYER 3/4'OSO FLOOR SHEATHING -J. FIELD INSTALL SHEATHING STRIP TO BE FASTENED LCL A n^2 •WW/• fir 2x10 SP1/2 O 16'0.0. 1WIWIWIW 1 ~ a n . " 4 61 II owl Ili' 2x10 PER BAND W/2X6 CLG JOSTS 0 I6'04 111/111/'` N ...sr..' j n.m-. ,D. R-30 FIBERGLASS INSULATION ATTACH TO PERIMETER N O Z re to=PR�� •. 3'COMPRESSION STRIP P g 7 6) } 5/8'GYPSUM CEILING SHEATHING a. 2X4 DBL.TOP PLATE(SHO GRADE) gi DOUBLE 2x6 TOP PLATE(STUD GRADE) W n w gi R-21 FIBERGLASS INSULATION W/VAPOR BARRIER 1/2'GYPSUM WALL SHEATHING 2x6 STU05 0 16'O.C. (STUD GRADE) N THERMO-PLY STRUCTURAL SHEATHING OR 7/16'05R S • WATER RESISTIVE BARRIER Cr g 5s) I:' 2X6 STUDS O 16'G.C. (STUD GRADE) Q '� 7/16"OSB EXTERIOR WALL SHEATHING C_7 w T7 Wi F., 2%A SINGLE BOTTOM PLATE(STUD GRADE) OL to• , 2x6 SOLE PLATE STUD GRADE _ I CO >-p 11. �SNGLE LAYER 3/C OSB FLOOR SHEATHING FIELD INSTALL SHEATHING STRIP TO BE FASTENED CL I�i m !(111 Rr/t1.W\IW1/1/1/IWI/1/1W1/IE1/161W1/161/IWIR/WIWIWIW//1/IWIW//1/IWI/1/1/1/1/1�IW1/1/1/1,�,"AW1�V�1/1/1/1/IW1/ %IO SPF 2 O 16 0C.FL' J015 /1/1R1W1W111616111/1/ CAULK IN-FIELD J CO '., T :+yeSINN 1�I `R-30 FLOOR INSULATION TO COMPLY NTH RES]HEIX \`DBL 2x10 5192 PERMETER BANGS(PER MODULE) !,�l'. w �sVm, "' 1'e: 2,6HTREATED SILL PLATE Y BUILDER `;x2LEDGERCIA.SOR TANDIRDOIST STEEL PIPE COLUMN NGFR(MMW26) ■■1 CV !il m i1? 1/2'DIA•ID ANCHOR BOLTS WWTI15' BY BUILDER CONTRACTORN0E0 i�l TIM' EMBEDMENT IN EMU PER MND CALLS ':•(A' 1/Y CONCRETE EXTERIOR PARGING $1. u :.; •COVER W/BITUMINO S COATING .; - 'Im1 INPTIONAL BASEMENT SULATIOI WHERE PERMITTED. • ! '.! gp or, FOUNDATION WALL BY BUILDER H u- Qz O 7! I,? B'PLANS TO 12'ENGINEERED THICKNESS FOR 1- (2j 4 0 V � ON-STE BY OTHERS 1. r+ 6axa:c .... ._.,. • /a REBAR CONTINUOUS - /C7v [ t •-�\ •141,44-. "-v- A' GRAVEL BED x • ", F' TING ON-S BY TLE • •yd ♦MIL POLTEIHELENE VAPOR ERRIEfI' y/� FOOTING ON-SlE BY OTHERS • ‘:`o,,,j1 n k Q oil 1Y CONCRETE FOOTNG BY OTHERS TT . R II!' m • *FOUNDATION IS "TYPICAL ACTUAL FOUNDATION TO BE DESIGNED BY SITE ENGINEER a = 0 o 0 mmm 00 1-I-1 N N 0 CC 0 YJ e 0 N a m • . CHRISO 6/20/2018 3:05:02 PM o o m ia if. • 6 . 1 0 W Q ON O CN L.L. F W N N rc U s 0 N W PFS Corporation (.3 z a 6 to o o 0 • Northeast Region N ° t3 NOTE:(6)NAILS PER SHINGLE Z aN. APPROVED `.3 a WHRaup -3 1 ,cc � TO BE FASTENEDW/8d(1310)NAILS• 6/26/18 vLi ` aERMEDIATE SEE CALCULATIONS FOR W D N FASTENING AT APPROPRIATE ZONES. Approval limited to J H- Factory Built Portion w o = zAIL- o Go /- Oel1711; d'' i w J Q rc O) DETAILA 9 t r =O i N. o I TOP PLATE SPLICES SHALL BE MIN.3'-0" W/(2)ROWS OF 10d(0 131"X 3")NAILS FACE NAILED 6#"O C. DETAIL B-1 I II SI � N N 26 GA GALV.STRAP w/(10) `1 ^-2 Ili iPi Mk* 16 GA.STAPLES EACH END OF STRAP II DETAILS , 01 .4. 'VIVA„ O ■IIIIIIIIII (n QAi II DETAILS-2 ,I 20 GA.GALV.STRAP w() -44111.7 N V ��Wv II IMINIIMIIMI 16 GA STAPLES EACH END OF STRAP o ' DETAIL C-1 OR EQUAL CONNECTION OF 3/8) O n S a I DETAIL C- /i ~ c~.) ENDWALL MODULE TO MODULE w N DETAIL C- EY,w1 9021 (n o 2 c4 ., si ilk- Min r 0. o 6 v) EctrirY N[yyg 14 ,fl BLOCKING.FOR BASIC WND ik I•EEDS GREATER THAN 90 mph, ■ moi` Q U Cr. m Fn; BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES M - Or PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO III; Uf y� BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET 0.0 III; 00 's III AS PER SECTION 235 FLOORDIAPHRAM BRACING OF THE 2001WFCM �'t �;( (Nf o. m J. FASTEN BLOCKING WITH(2)Sd NAILS TOE NAILED EACH END III OF BLOCKING AS PER TA:LE 3I OF THE 2001WFCM U ■ {{jjam� .T�,(i� L ....a . '•C oi F- U- QO SECTION DOWN SECTION DOWN < oz V10ir, 1U4 a SIDEWALL ENDWALL } m mea Q I co C) K p3 m 03 WO N N Q b O N a m - to CHRISO 6/20/2018 3:05:02 PM o o 0- a 6 . 2 • • it �Ipl N . . m rz. U : .T I ,...) . *IL ,T )r- �o o nm F N pv Com]\ Nx ON • IL iry�•�i=� .. \ v-I 3 ,I V N m In. U T i N y fA ��D ti I III _/ n > 0 - 0"3 T. ma S co a C CI CIN CI Xi N Zi 0 E3 0C o Ro o m ' m Al CO , a W CI 02 "*. 3 ° O 3 2840—PRESTIGE 2 STORY BUILDER CUSTOMER Pace DATE: DRAWN BY: STATUS: MOULION REAL ESTATE & CON CEFOLE RAFTER DETAIL #1 00/00/00 INIT STAT CITY COUNTY STATE YARMOUTH PORT BARNSTABLE MA V PROFESSIONAL 72 EAST MARKET SI Qtr P.D. BOX 219 WIND SPEED SNOW LOAD 50. FT. BLAMING MIDDIEBURG, PA. 17842 140 3 SECOND GUST 30 2200 PHONE (570)837-1424 ORDER NO. SERIAL NO. ALE ND. RIM^ISYSTEMs.INc FAX (570)837-6133 79720 P79720(760) 7/12 "27-6" +120/155 WIND (40# SNOW) ROOF RAFTERS TO RIDGE 6'-0' W Q N ICE NIL-4-16E(3 1/2•10.1351 J o F N FACE NIL-3-16d(3 1/2'41351O k1 LL PER 6602 3(1) 6' 1'-3 1/4" 1•-4' 1'-4' B' w < N • 2A 9i(1 016'O.E FFR TAME 660211(]) • 2,4 SPEP II lc C PER TAME Ra02.R(1) f r f f c, rJ (3) 106 NAILS ICE NIXED Al O O • AMR 0 G 1 51 PER 602 1/ iii I-I-I■I'I in J O -at Q Y F , ��0 ��: mol 12 o (n o 71--- Os. 2-16d 0 16'0G. !ii o • ��' ° 2x6�P ONL fRA1MC(111]) W CO d N. LATERAL BRACING REQUIRED FOR LK IR' z AND GREATER 214 LATERAL BRACING PER I- CD 7 C N= I-_J G d d RAFTER - W J J I- _ 3-160 NAILS N to m Q — /•� EACH END t'10 -10' 1'-4' 1'-10' LJ a. 0 = # \W/SHEATHING Z = Mi ~ O •• 171111 ) l rO „ 1 '-31/!' O p SHEATHING , _. ' r, I-II III rc O Z <C it i z m r I5:-- �,I I I II11 --- W/0 SH 1'- ' n 2x10 w Q – -- _ - 0 I 2x10 — ? 23 Y t S Il 1 n NOTE: NEW YORK STATE; SUBSTITUTE 20g. STRAPS FOR 26g. STRAPS I 1'-111/2• I ] s'-D' I O O > yy Y © O Ym,� �y� n^ In O o �, O `'I --- F— ^ t;42 n 162 0, , • U) EC `c n o^o I _ es O% 0 PFS Corporation cN u_ ,_'W �%j Northeast Region L� 6 - C5 z A=2-16d NAILS . C=2-8d NAILS E=2-16d NAILS APPROVED 1= 2 B=1Od NAILS ® 19"O.C. ALT: C=1 1/2"X26 GA F=1Od NAILS © 19"O.C. H Raup - 3 cn o RIDGE STRAP W/2-10d 6/26/18 wz g NAILS EACH ENDd zo N 1 e Approval limited to D=3-16 GA. STAPLES M=1—CS20 STRAP W/ Factory Built Portion oI a m r9 7-1Od NAILS EACH END OR ' "Aqii i 10-16D THROUGH . N G=7-16d NAILS J=3-6d NAILS DECKING EACH SIDE H=2-16d NAILS K=12-16 GA. STAPLE I l i i i i i i i 1 1 1 1 1 1 iii I=6-10d NAILS (26g. STRAP) L=16d NAIL 12" O.C.(ON—SITE) N J 1/2" BOLT l• I-- z a '0 O .��� 0 F _z ce 0 0 p � �0 LLQ • •• •\ © .I •\ • >- _ \ 51niw O < SVV) U G 1. = _ 111111111 ( 1111111111 © © (BEAM STICKS UP IN ATTIC) co 6p CO W 20Y 0 0 *EXTERIOR AND MATE—WALL UPLIFT CONNECTION: (3) 16d NAILS TOENAILED THRU B.C. INTO BAND PLUS o Ngo (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD. a- OR 1 1 /2"x26 GA.STRAP W/3-10d NAILS EACH END BAND AND STUD CHRISO 6/20/2018 3:05:02 PM 0 8 . 1 m ”c_,—rw LVL F AS �E \ I \ G 1 1u"; IIC1��tsp �• TOP LOADED BEAMS "' iii r- CR ,J < I T PASTE \ \ G o P LL 0 W a CN r' ° r 30# SNOW LL a N • ( ]-0.Y Kw }0.Y Hw 4RY 9[w w N in _��I III [[n - RAFTER SPANS O 16" O.C. w O iill ,N ° 2x4 END WALL PER TABLE R802.5.1(3) a ILI ���I SIZE & GRADE SPAN o m 0 0 aura xw3 nl}'S N.rt9 SCARS • 2x4 SPF#2 7'-6" z 1- o 0 FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: O z 9 N. • 2x6 SPF#2 11'-11" o . a N 2- AND 3-PLY MEMBERS: NOTES: 0 � N • 1r OR LESS x 1.5" MEMBER BEAMS: -FOR 1.75" THICK MEMBERS, USE 0.131"x3.5" NAILS IN PLACE 2x8 SPF#2 15 -1N. 2x10 SPF#2 18'-5" al a u G USE (2) ROWS OF 0.131"x3" NAILS 08" 0.C. OF 0.131"x3" NAILS. # 0 F c 0- 14", 14", 16" OR 18" x 1.5" MEMBER BEAMS: -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN j% 2x12 SPF#2 21 —5" w USE (3) ROWS OF 0.131"x3" NAILS 0 8" 0.C. CONNECTING MULTIPLE PLIES OF LVL: , > ATTACH PLATE TO MAIN ROOF a r i 20",22" OR 24" x 1.5" MEMBER BEAMS: -SIMPSON SDW WOOD SCREWS w 0 -SIMPSON SDS WOOD SCREWS 3-16d (3.5" x 0.135") NAILS FACE NAILED 2x6 FASCIA ' RAFTERS TO RIDGE 0 d USE (4) ROWS OF 0.131"x3" NAILS ® 8" O.C. SEE TABLE R602.3(1) TOE NAIL 4-16d (3.5" x 0.135") NAILS -USP WS WOOD SCREWS RAFTERS TO VALLEY PLATE Z 2 M E -FASTENMASTER TRUSSLOK WOOD SCREWS TOE NAIL 4-16d (3.5" x 0.135") NAILS or FACE NAIL 3-16d (3.5" x 0.135") NAILS 0 I- O N 4-PLY MEMBERS: -IF THE FASTENER POINT PENETRATES A MINIMUM OF 75% OF ♦ or FACE NAIL 3-16d (3.5' x 0.135") NAILS �I(I SEE TABLE R602.3(1) J O 16" OR LESS x 1.5° MEMBER BEAMS: THE 4TH PLY OF THE BEAM, THEY MAY BE APPLIED FROM ONE N... - • SEE TABLE R602.3(1) p 0 •• oN USE (2) ROWS OF APPROVED SCREWS 0 24" 0.C. SIDE OF THE BEAM; OTHERWISE, THE FASTENERS MUST BE \ w a "' W " 16' TO 24" x 1.5" MEMBER BEAMS: APPLIED FROM BOTH SIDES AND STAGGERED. - .� .'� �`.` 12 m } g m USE (3) ROWS OF APPROVED SCREWS 0 24" O.C. -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES; OTHERWISE, USE CONNECTIONS FOR SIDE LOADED MEMBERS. s•..... ` '' �`` �3 TO 12 -FASTENING SPACING IS FOR EACH ROW. STAGGER SPACING BETWEEN ROWS OF FASTENERS. — -�.. ``�- LVL FASTE\ I \ G e RAFTER SPM ct Ln 'n rel �Vllll+ r}x 6'-7m]C-f O nn i ''—'3 VIIM1M1 [aa vu[s F— .-. l'..1"aa n I ,I'I Alli I SIDE LOADED BEAMS " ')) )�Y' r°" ¢ g'-s� xx Y.x w :m Ino i. tKYHw 3-0.Y Kw •-0.YHw Ni Nn"-'n Hy III u--- • IMM, 111 III H O . • • I,�LOd 11111 • Lil P.-2 n t. ii[ Ilii. (7 Z nl}'.1'' m Irrxnn PFS Corporation o a'erus«ru nler0.1eram-xws H-' H Northeast Region cn w w FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: APPROVED z y - 11 O w (2) 1.5" MEMBER BEAMS: H Raup - 3 1 O -USE (3) ROWS OF 0.131"x3" NAILS 0 12" 0.C. (575 PLF MAX. UNIFORM LOAD) 6/26/18 0 n. m N -USE (3) ROWS OF 0.131"x3" NAILS 0 6" 0.C. (1,150 PLF MAX. UNIFORM LOAD) Q. (2) 1.75" MEMBER BEAMS: Approval limited to co -USE (3) ROWS OF 0.162"x3.5" NAILS 0 12" 0.C. (845 PLF MAX. UNIFORM LOAD) Factory Built Portion -USE (3) ROWS OF 0.162"x3.5" NAILS 0 6" 0.C. (1,690 PLF MAX. UNIFORM LOAD) (3) 1.5" MEMBER BEAMS: • -USE (3) ROWS OF 0.131"x3" NAILS ® 12" 0.C. (431 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS 0 6" 0.C. (863 PLF MAX. UNIFORM LOAD) uiJ -USE (3) ROWS OF 0.131"x3" NAILS ® 4" O.C. (1,294 PLF MAX. UNIFORM LOAD) 7 o < 0 J ft ft (3) 1.75" MEMBER BEAMS: zoa. -USE (3) ROWS OF 0.162'x3.5" NAILS 0 12" 0.C. (635 PLF MAX. UNIFORM LOAD) N a -USE (3) ROWS OF 0.162"x3.5" NAILS 0 6" 0.C. (1,270 PLF MAX. UNIFORM LOAD) r r (4) 1.5" OR 1.75" MEMBER BEAMS: -USE (2) ROWS OF 1/2" BOLTS 0 12" 0.C. (580 PLF MAX. UNIFORM LOAD) m -USE (3) ROWS OF 1/2" BOLTS 0 12" 0.C. (870 PLF MAX. UNIFORM LOAD) N 3 m • Q 2 0 U NOTES: am'u'wxs°r wxKxp CCo • -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME nnrps'MKS(I b'lean) DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. r • m m 0 -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM. w S o 0 -7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED. BUILT UP COLUMN ••m" -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. FASTENING o 0 e CHRISO 6/20/2018 3:05:02 PM a LD o 8 . 2 a 0 • w < 0 . Jo W L.. N • FASTEN CEILING BAND TO EACH w '" 'g" TRUSS WI(4)10d(.1310)NAILS& w U SIMPSON H2.5A EACH TRUSS SE(2)10d(.131 0)NAILS TOE NAILED a (OR EQUAL CONNECTION FOR 362#) �-_ TRUSS TO TOP PLATE PFS Corporation UPLIFT CONNECTION i- USE Bd(.131 0)NAILS @ 9'O.C. Northeast Region 'u Z Q - O • ATTACH SHEATHING W/16 GA.STAPLES THROUGH DBL.TOP PLATE APPROVED oo cn o ©7'O.C.(OR EQUAL CONNECTION OF 361 LBS)• 111- , USE(2)10d(.131 0)NAILS Z ' STUD TO TOP PLATE UPLIFT CONNECTION ENDNAILED PLATE TO STUD H Raup - 3 '� a oN • 6/26/18 ro 2 rn DETAIL A Approval limited to N u a • (TRUSS CONNECTIONS) > Factory Built Portion U' • ENDWALL-FASTEN TRUSS BOTTOM CHORD TO TOP Q K USE led(.131 0)NAILS @ 12"0.C. PLATE W/10d(0.1480)NAILS©9"0.C.OR tal 0 = g THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 43"O.C. USE 16d(.131 0)NAILS©12"O.C. 0_ . USE(2)10d(.131 0)NAILS THROUGH BOTTOM PLATE ZO = O M ENDNAILED PLATE TO STUD USE(2)10d(.131 0)NAILS J =O �t ENDNAILED PLATE TO STUD (16)3/8"DIA.LAG TOESCREWS p CC a • ON ATTACH SHEATHING W/16 GA.STAPLES©2"O.C. ALONG MATE WALL(30"O.C.)(MIN. ATTACH UAL GOING CTIOW/18 O STAPLES @ 7'FOC. a(OR EQUAL CONNECTION OF 285 LBS.)UPLIFT a } o w cn N (OR EQUAL CONNECTION OF 285 LBS.)UPLIFT 1"PENETRATION IN LAST BAND) CONNECTION SECOND FLOOR STUD TO FLOOR BAND , m a E oCONNECTION SECOND FLOOR STUD TO FLOOR BANDI.-'Ilk ,II J _ . .,, 10d NAILS TOE NAILED @5"O.C. 10d NAILS TOE NAILED @ - OR SIMPSON LTP4 @ 22"O.C. &EX mi x,11 Meill11"O.O SHEAR CONNECTIOtill;" r 'I SHEAR CONNECTION �� • in' '��II',' Ii �� 2 }. ATTACH SHEATHING WI 16 GA.STAPLES©2"O.C. ItiI II ATTACH SHEATHING W/16 GA.STAPLES @ 2"O.C. �� Q' ~w• v (OR EQUAL CONNECTION OF 285 LBS UPLIFT CONNECTION n -mit-11�1� \I" 0 n N.4 ) +'4 (OR EQUAL CONNECTION OF 285 LBS.)UPLIFT CONNECTION Nils, '^ n.- SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND -is l m - SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND _ F- G132 i=i1 Mill. 1:t,:::11, •JII Nian N CX ce LA 2ce 4&n^ USE 8d(.1310)NAILS @9"0.C. V S �� � ATTACH SHEATHING W/16 GA.STAPLES THROUGH DBL.TOP PLATEATTACH SHEATHING W/16 GA.STAPLES 8d(.131 0)NAILS @ 9"O.C. f/1 "I" @ 2"0.C.(OR EQUAL CONNECTION OF 230 LBS.) USE(2)lad(.131 0)NAILS @ 2"O.C.(OR EQUAL CONNECTION OF 230 LBS.) THROUGH DBL.TOP PLATE (1! " a 6 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B ENDNAILED PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B-2 SE(2)lad(.131 0)NAILS END U` (SECOND LEVEL MODULE TO MODULE NAILED PLATE TUD Ui U ( SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL ENDWALL CONNECTIONS)ONS) FASTEN SHEATHING TO RIMBAND W/ CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ Ld WZ 4 (1)ROW OF 8d(.1310)NAILS @5"O.C. (1)ROW OF 8d(.1310)NAILS @5"O.C. ft 9 p T, i N U dm Ni USE 16d(.131 0)NAILS @ 17 0.C. USE 180(.131 0)NAILS @ 12'0.C. 00 la THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE N USE(2)lad(.131 0)NAILS USE(2)10d(.131 0)NAILS ENDNAILED PLATE TO STU. ENDNAILED PLATE TO STUD (16)3/8"DIA.LAG TOESCREWS ATTACH SHEATHING W/16 GA.STAPLES , ALONG MATE WALL(30"O.C)(MIN. 411k -- 4Cii1'PENETRATION IN LAST BAND @2"0.C.(OR EQUAL CONNECTION OF 154 LBS.) ATTACH SHEATHING W/16 GA.STAPLES 2"0.C. UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND =°i @ (OR EQUAL CONNECTION OF 154 LBS.) '==- N v a Mg I�'g UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND Y (2)SIMPSON RSP4 PLATE AT ANCHOR BOLT . IIIII�mil* IIII- I���II• a LOCATIONS f72"O.C.1(OR EQUAL CONN.OF 786 LBS) -!uern 10d NAIL TOENAILED @ 2"O.C. i.—. BY BUILDER FLOOR BAND TO SILL PLATE 52 OR SIMPSON LTP4@12"O.C. m(ON SITE BY SET CREW/ 10d NAIL TOENAILED @ 8"O.C.(ON SITE BY SET CREW) 3 ut ; mo ' 1/7'ANCHOR BOLTS TO BE 23"O.C. am '^ �1/2"ANCHOR BOLTS TO BE 7T O.C. �� OR 5/8"ANCHOR BOLTS TO BE 34"0.C. '� o " OR 5/8"ANCHOR BOLTS TO BE 77'O.C. DETAIL C-1 (MAXIMUM 1'-0"FROM CORNERS) (MAXIMUM l'-0"FROM CORNERS) DETAIL C (MODULE TO MODULE CONNECTION - DETAIL C-2 (FIRST LEVEL SIDEWALL CONNECTIONS) ALONG MATEWALL) (FIRST LEVEL ENDWALL CONNECTIONS) w s co o FASTEN SHEATHING TO RIMBAND W/ FASTEN SHEATHING TO RIMBAND W/ ¢ o (1)ROW OF Bd(.1310)NAILS @2"O.C. (1)ROW OF Bd(.1310)NAILS @2"O.C. 0 ae� CHRISO 6/20/2018 3:05:02 PM o o n 8 .3a a • - DWV NOTES' 0 • 1. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 11.DISHWASHERS CANNOT DISOIARCE INTO GARBAGE DISPOSALS LJ < ON 2. PITCH ON HORIZONTAL WASTE LINES IS 1/B'PER FOOT FOR LARGER THEN 3'dA PIPE. 12.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUMM C N • MID 1/4'PER FOOT FOR PIPES 3' DIA.MID 9IALLER LENGTH FROM FIXTURE OUTLET TO TRAP WEE IS 24' LL 3. WASTE LINES: INSTALL VIE W/CLEANOUT PRIOR TO EXOMG WALL FOR CONNECTION 13.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS•QEANOUTS CR S UPJDINTS ACCESSIBLE U o "4 TO 3' VENT TEE TEE TEE TEE TEE 1/4 BEND TO DISPOSAL SYSTEM. TRAPS SHALL BE REMOVABLE NTH UNION N TRAP SEAL OR HAVE CLEANOUT CPENNG w THRU ROOF-�_ 4. PVC-OWN PIPE SUPPORTS: AT BRANCHES,CHANCES IN DIRECTION AND AT THE BASE, SAME SIZE AS TRAP. o ;T ,�1 y �;-.---..`1,.-._---------.�� EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM EVERY 3'-0" AT THE END OF 14.AU.HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6' ABOVE '^ LiJ TEE �,-"__-_-_-" IH BRANCHES. AND CHANCE OF MELTON OR ELEVATION. THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. J O LI 4'MINIMUM MAIN WASTE TO SEPTIC(BY BUILDER). 1S MAXNUM DISTANT OF Fl%II1NE TRAP WEIR TO VENT SMALL BE Z N 3 CO Ni S.DIN i I 5. PU51IC PPE 9ULL PENETRATE FEE RATED ASSEMBLIES INCLUDING FLOOR/fi1L1N0. 1 1/Y PPE T 6'-O'; 2'PIPE- 6'-0•; 3'PPE N 12'-O' 0 N o tD • SAN-TEE PIPING SNAl BE FlRESTOPPED ACCCONG TO TIE UL TIHROIICH PENETRATION FlREST P 0 Z N N (DOUBLE SAN-TEE I SYSTEMS F-C-2135 FOR 3'OR LARZR OR F-C-2137 FOR 2'OR SMALLER 16.PLASTIC PIPING SHALL BE PROTECTED NTH 16 GAUGE STEEL PLATE THEN PIPE _ WASHER WITH BACK-TO- KITCHEN SINK PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 ACHES FROM EDGE OF MEMBER. qj Q O 1Iry1I I BOX BACK FIXTURES 1 SAN-TEE I7.DWV PPE IS SIZED ACCORDING TO FOLTURE LOAD. Lii Ea a N LAVATORY tl EXCEPT WATER ! I 6. EACH DNELLNG UNIT SHALL HAVE ONE MAN 3 NCH NN. STACK FROM BUILDING DRAIN Z CR I&NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN(DIRECTIONAL) Q = N (FIXTURE INSTAL- I!u!I I i CLOSETS) I ! IXNTNUOU- 11 Fi1 TO ABOVE ROOF. u a SAN TE yy FITTING. I- O LATON ON PENT I m m LAVATORY i WASTE " Ii P-TRAP 7. ALL TRAP ARMS MUST BE SUPPORTED MIH 3/4'MINIMUM BEARING. 19.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN LI J - STACK) TAIL PIECE FOR DA •• 'p' I (BACK-TO-BACK LAVATORY I I OVER FLOW AND WAS : 8. AU.PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS CF NOT MORE NAN 4'-0' 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE&NOT CONNECT INTO SECOND FLOOR J F. I as=:41 NET VENT THRU V INSTALLATION I i=0_% I i HORIZONTALLY INSTALLED FLASOC PPE UNDER 2' SHALL BE SUPPORTED AT S-0' BRAIN STACK. Q K o ONE D.F.U. ONLY V V NTERVALS VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0'. Lii O = z V p_TU - TUB/SHOWER 20.POTABLE WATER SYSTEM SHALL BE DISINFECTED BY ON-SITE BUILDER FOR PER CC EL WATER STAND PIP P-TRAP _ I I 'pr OR WHIRLPOO 9. BASEMENT MODELS SHALL BE PROVIDED N FACTORY NTH A 2 INCH VENT TO BASEMENT SECTION 10.14 0_ a P-TRAP _ _CLOSET SHOWER - P-TU' _ If OPTION STUBBED BELOW FIRST FLOOR, THEN CAPPED&LABELED. 21.;''ADO NTrP� CAPPEDPROVIDED AND LABELED AS RADON ONLY. F REWIRED TO BE USED 0 F `�i' T IJFJ moi/' +.-_ -_se�r- -_+.._ -ai•a m� I- O O .4- FINISH / /'• "-I \ --�""- 4. • 10.HORIZONTAL TO HORIZONTAL&VERTICAL TO HORIZONTAL DRAIN CHANCES N DIRECTION J p FLOOR J SAN-TEE 1 �I SHALL BE 45 DEGREE WTES.LONG OWE?ELBOWS,LONG SWEEP NS 6TH.. _ W d SAN-TEE 8T. OR 16TH BENDS. APPROVED COMBINATIONS OF THESE OR EOGVALENT LONG SWEEP O z LONG TURN CLOSET FLAN` 1/4 BEND 1/4 BEND / 1/4 BEND FlTTNGS. SHORT SWEEPS PERMITTED N SINGLE BRANCH HORIZONTAL TO VERTICAL w M Q % u TEE #it & 1/4 BEND LONG SWEEP p_TUA LONG SW CAPPED F P-TRAP LONG CHANGES IN DIRECTION &ON 31NCH OR LARGER a Z >- i 0 rn FUTURE USE m u o 1/4 BEND LONG TURN WYE WITH LONG TURN • DOUBLE 1/4 BEND SEE NOTE 10 'I 1/8 B ! TEE WYE III VENT EXTENSION 1/4 BEND PFS Corporation y • —_ _-• 9 LONG TU •-- - PIPE INCREASER Northeast Region O Ym Y'� REDUCER (OCCURS 1°0 00 MIN ; BELOW • (/) N r'#-o ROOF; 24' RI) - AL3 n HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS m co ca o (SEE NOTES #10) H Raup - 3 N 15 ,_=W 6/26/18 w 8 g Q Li 0 P.- 6 I I Approval limited to C') cD Factory Built Portion m -2—: :-- -------- :� ---`�C:�:-.-.-"rI_ (n _ _ LJ 3 g g DOUBLE FlXTUR DOUBLE WYE WYE WITH LONG TURN us- z FITTING ' I ' 1/8 BEND TEE WYE ' _ d ,......r i 9 g 1 1/2' OI o_ m V)@ 1/4 BEND DUAL OVERFLOW .. VENT RAN Q� 1/8 BEND SHORT SWEEP(LONG SWEEP CR TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING W • Y LONG TURN (�f �� SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN 1 1/2' FINISHED �2T LONG TURN 1/8 BEND COMPLIANT YA1H STATE CODES (SEE NOTES /10) �• / FLOOR TRAP- 1/4. �•' 'I TUB DRAIN •. 2' 7R AN. TEE FINISHED !DRAINS TO ' ,,ye FLOOR �/ NON-HAZARDOUS II \\ LOCATION 1 1/2' TRAP FINISMEI) FLOOR WASHER/WATER HEATER PAN USED NFHEN CRAWL N < - TUB/SHOVER CLOTHES WASHER SPACE OR USED WHEN EITHER IS INSTALLED - o < o ON 2ND FLOOR < o z ce 1- UI. a SINK DRAINS N -2 DW 4 1/2" VENT 2' VENT 3/4' DISHWASHER DRAIN LOOPED HIGH AND AN TEE 1. 3" MAIN VENT VANITY 1 1/2' DORAl 02 • SECURELY FASTENED INSTALLATION AND WEATHERPROOFING 1 1/2' VENT PER MANUFACTURERS INSTRUCTIONS 2' TR - k & W.C. VENT DRAN TO COUNTER OR WALL SAN. TEE m s o J' VENT FINISHED 2' FINISHED FLOOR < a N o OR AIR GAP FLOOR BRANCH VENTS 1 1/2' FINISHED FLOOR < 18' MINIMUM DBL - AS REQUIRED 0 `r —'I,--' 2' SINK DRAINS SAN. 2' VENT FOR TRAP --ri— 14 , TEFUTURE BASE- 2' TRA ____ SAN. AIR CAP • YV PENT FIXTURES BATHROOM VANITY SHOWER ,S SAN. co 00 pp 2' P-TRAP WR GAP FINISHED (' 1 1 2' DISHWASHER t� FINISHED •• 5 5 '- FITTING FL00' / DRAM UNE • "r BOOR a ,a, - WYE-BRANCH " 2' TRAP 0 N - 0 FITTING CO KITCHEN SINK/DISHWASHER/DISPOSAL ' o o = KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL ISLAND VENTING W/BOW VENT WATER CLOSETS & MAIN VENT CHRISO 6/20/2018 3:05:02 PM oa 9 . 1 WATER SUPPI Y NOTFSL I. ALL WATER AND DRAIN LINES ARE STUBBED THRU FLOOR ONLY, FOR FIELD COMPLETION. O • 2. ALL POTABLE WATER LINES ARE TO COMPLY WITH MA 248 CMR • 3, RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. W Q ON 4. ALL VALVES ARE GATE OR ANGLE TYPE. J 5. ALL HOSE GIBBS ARE TO COMPLY WITH MA 248 CMR 0 k i.. CJ CONNECTION TO 1/2" CONNECTION Ti 1/2" 6. WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER FOR FULL BASEMENT. INSTALLED W H n • SHOWER HEAD ° SHOWER HEAD,. 3/4' AIR BY FACTORY FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE. CHAMBER 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR PFS Corporation G' PLUMBING ACCESS AND-SCALD VALVE AND-SCALE VALVE CONNECTIONS TO BY BUILDER. o PANEL ALL SHOWERS ALL SHOWERS VANITY FIXTURE B. FIELD PLUMBING TO BE APPROVED LOCALLY& FIELD TESTED PER CODE BEFORE CONSEALING. Northeast Region in J/4'x15" HIGH N 9. PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIRED. 9• W "`" AIR CHAMBER PLUMBING ACCESS �• NOTCHING AND DRILLING OF STUDS MUST CONFORM WITH SECTION R602.6 u CO 0 (") "�� •• 10.EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY APPROVED 1 /PANEL 1/2" 3/4" AIR FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. p - s O 1/2" �'•�, .. , •; CHAMBER 11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0' O.C. BY STRAPPING OR EQUAL. H Ra Up - 3 a Z N N / • CONNECT TO SHUTOFF ') ` 12.COPPER DISTRIBUTION SUPPORTS: AT THE BASE & AT EACH FLOOR NOT EXCEEDING 10'-0' Q • �� TUB FIXTURE VALVE- , I 1/2• 3 4" ON CENTER (VERTICAL). MAXIMUM EVERY 6-0" (HORIZONTAL) 6/26/18 Q N FINISHED ' .. v. / ` "' 13.WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. LU m 6 N • FLOOR ''. 1/2' HOT 'r I HOT .. 14. 3/4' MINIMUM HOT & COLD MAIN SUPPLY UNE TO BE USED (I' FOR 20 GPM 0 8 FT. PER SECOND) Approval limited to F- W m ,SHUTOFF SHUT-OFF WITH 1/2' SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. Factory Built Portion F- o 0- HOT HOT FINISHED VALVE VALVE COLD• 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD V1 u 1- 4, FINISHED FLOOR FLOOR �„ WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE w J SHUTOF FINISHED 3/4' TO PIPE MATERIAL j J 1- VALVE FLOOR 16.PRESSURE BALANCE/THERMOSTATIC MIXING VALVE SHALL BE INSTALLED Q . COLD COLD IN ALL SHOWER AND SHOWER/BATHING FIXTURES La 0 = z TUBS AND WHIRLPOOLS PER 10.10 iv C_ d d 17.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. Z I 18.SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE O I- O v1 • INSULATED BY QUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS J 0 Q WHERE POSSIBLE PER 10.05.8. u '- O 19.FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR O d TUB SHOWERIN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 0 i N SHOWER HOT 111B/WHIRLPOOL/GARDEN TUB2DGE. Q �' Lc / 20.SILL NCOCKS EITHERROM HOSE E81695 SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS o i= } 2 rc m IN ACCORDANCE WITH 241 CMR TABLE I ASSE STD. 'm 21.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. 22.THIS SPACE LEFT BLANK FOR FUTURE USE 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. 24.ALL PLUMBING FIXTURES TO BE WATER CONSERVING. CONNECTIONS TO 25.LEAD CONTENT IN SOLDER & FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2%. 26.HOSE SPRAY (IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN >"' SINK FIXTURE ya r WATER IS SHUT OFF REVERTS TO TUB POSITION & PROVIDES A VACUUM BREAKER WHEN fY 4 t4 WITH DISHWASHER UNDER VACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A VACUUM n I'�' • CONNECTIONS TO J/4' AIR /CONNECTION TOili-OPTION ONLY BREAKER.CHAMBER SHUTOFF VALVES12" f- 1 i VANITY FlXTU AND WASHER WATER CLOSET / 1/2" 27.BATH TUBS & SHOWERS ARE TO BE LISTEDAABELED BY AN APPROVED AGENCY. xd^„^x • HOOK UPS 28.ANY VERTICAL CROSSLINKED POLYETHYLENE (PEX) TUBING TO BE SUPPORTED _J i h^ 3/4'x15' HIGH 4'-0" TO 5-0" O.G. BY PLASTIC U-NAILS. woo 1 1/2• SHUTOFF AIR CHAMBER 29.CROSSLINKED POLYETHYLENE (PEX) TUBING DISTRIBUTION SUPPORTS: AT THE BASE & AT N Q W- SHUT-OFF 1/2" VAL H- 2psW" SHUTOFF EACH FLOOR NOT EXCEEDING C-0' ON CENTER (VERTICAL). MAXIMUM EVERY 4'-0' (HORIZONTAL) W ii o VALVE-� SHUT-OFF �"� VALVE 1/2" 1.14 0 gig i 1. HOT VALVE •l 1/2' •• PLUMBING MATERIAL SPECIFICATIONS-PER MA 248 CMR TABLE 1 C7 / HOT " 1. Air gap fittings for use with plumbing fixtures, appliances and Z appurtenances H 3/4' COLD FINISHED FLOOR m FINISHED SHUTOF 2. Bathtub/whirlpool pressure-sealed doors (f) FLOOR COLD HOT VALVE 3. Diverters for faucets with hose spray anti-syphon type, LsJ 0 i COLD residential application f2 -J a C7 N FINISHED ,• ' FINISHED FLOOR 4. Enameled Cost-iron plumbing fixtures f1 a w z FLOOR CONNECT TO 5. Floor drains 6 9 B 6. Floor-affixed supports for off-the-floor plumbing fixtures for public use I . DISHWASHE- 7. Framing-affixed supports for off-the-floor water closets with O Id. m N z concealed tanks BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL 8. Home laundry equipment 41q3ii 9. Hose connection vacuum breaker 10. Hot water dispensers, household storage type, electrical N 11. Household dishwashing machines • 12. Household disposers NOTES: 13. Hydraulic performance for water closets and urinals 1. WATER HEATER INSTALLATION SHALL MEET ALL APPLICABLE 14. Individual pressure balancing valves for individual fixture fittings 15. Individual shower control valves anti-scald STATE CODES. 16. Macerating toilet systems and related components Cr; a 2. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO 17. Nonvitreous ceramic plumbing fixtures D o J > A VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS VACUUM BREAK jg; Plastic lavatorieunits O a • WATER HEATER. WHEN WATER HEATER IS ON FIRST OR TEMPERATURE & 20. Plastic shower receptors and shower stall In " a. SECOND FLOOR A PAN SHALL BE PROVIDED & ITS DRAINcr SHALL PIPE BELOW FIRST FLOOR (DRAIN RPOVIDED IN SHUT-OFF ea PRESSURE RELIEF 21. Plastic sinks VALVE 22. Plastic water closet bowls and tanks _ PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE VAL 23. Plumbing fixture fittings & DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. 1 TO MATCH COLD SIZE FINISHED It 24. Plumbing fixture waste fittings SUPPLY LINE TO HEATER 25. Porceloin-enameled formed steel plumbingfixtures m 3. NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING, FLOG- . • BATH OR TOILET ROOMS. PROVIDE DOOR ON PANEL 3/4' HOT SUPPLY ACCESSIBLE • 26. Pressurized flushing devices for plumbing fixtures m LARGE ENOUGH TO REPLACE HEATER. DO NOT PLACE 27, S ecificatian for copper sheet an Strip for building Construction 3 4 COLD SUPPLY SHUT-OFF VALVE p ACCESS THRU CLOSET. SPACE FOR WATER HEATER / " Ey.. 28. Stainless steel plumbing fixtures residential) Q i u, co SHALL BE PROVIDED IN PLANT, INSTALLATION SHALL BE29. Suction fittings for use in swimming pools, wading pools, spas, hot tubs cc PROTECTED FROM FREEZING, DRAIN PAN INSTALLED ' FINISHED �� 2' MIN. and whirlpool bathtub 0 pliances • PER SECTION 2801.5 FLOOR y AIR GAP 30. Temperature-actuated flow reduction valves to individual fixture fittings 4. VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY IIII WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE DRAIN TO NON- 3•x1 1/2' FINISHED 31. Thermoplastic accessible and replaceable plastic tube and tubular fittings HAZARDOUS REDUCE• FLOOR 32. Trench drains HEATING UNIT LDCATIO 33. Trim for water closet bowls, tanks and urinals m o m 3/4" INLET 34. Vacuum breaker wall hydrant-frost-resistant, automatic-draining type w N o '- 5. WATER HEATER TO BE INSTALLED PER 248 CMR 35. Vitreous china plumbing fixtures F- �N`v PRESSURE RELIEF LINE c1 6. HEAT TRAPS TO COMPLY WITH SECTION 504,4 OF THE I.E.C.C. AT FINISHED FLOOR 36' and sink Wall -mounted, adjustable and pivoting lavatory o 01- TYPICAL WATER HEATER INSTALLATION WHEN WATER 37. Water closet flush tank fill valves o o e HEATER IS NOT INSTALLED IN BASEMENT CHRISO 6/20/2018 3:05:02 PM o 9 .2 a • a • um V b \ I _ h'r.0 L . MI ' i��\ i.=:,» P€�oumm it i,\ vi .L �.m16 .0 . .> ..i/ 1L____ I .0 m. $U • mltii . ` I`(` J • illi . , , F_ [s 0 81 ____*- L 2x6 11 . 10 I o L ii L /\ L L (.\L Hit 4_J • Hln im o p I A Z Mi ° ` Y 0 4 b D ' o o� = n S y Q aX SI A al 03111 IN :11 MID o IQ o it a N -4 0 5 -� o W m 4 d L to 1-- ' 7 a W p co .. 0 c .. 3 3 G 0 U 0 N ER CUSTOMER 2840-PRESTIGE 2 STORY BUILD ___ DATE: DRAWN BY: STATUS: MOULTON REAL ESTATE & CON CEFOLE 118 HMS •_-_-8 CITYCOUNTYSTATE O 6/20/2018 COB APPROVALID YARMOUTH PORT BARNSTABLE MA PROFESSIONAL 72 EAST MARKET Sllutf WIND SPUD SNOW LOAD SO. FT. MIOOLEB 57. P8. 1-1542 30 2200 • BUILDING PHONE (570) (570)837-1424 140 MPH VULT SYSTEMS,INC. FAX (570) 837-6133 ORDER N0. SERIAL NO. FILE NO. PLANTIAWIN 79720 [P79720(760) • • 1 I 1 IN I \ o oil C1 I o - gM-- ) . irl. s§�„ >mom I j~ n.. -' . 2x6 .• ei ; O" 0 w III 0 D I A 111 . Us ar^ I ii ill c \\\. \`‘n Z da o r zasy .zC a � 12 0 2 � d ae y � 3 to ..0 O .. c 0 0 1 m Fr O1 a °. W O 10 .* m 3 c G 2. 3 7 N 0 N N O II 1 1 co W 0 N . O N K 2840-PRESTIGE 2 STORY BUILD - ER CUSTOMER PAGE: DATE: DRAWN BY: STATUS: MOULTON REAL ESTATE & CON CEFOLE _ l l. 04/26/2018 HMS CONFO 2ND STORY HEAT r Nsimm 06/11/2018 SMW FINAL CITY MOULTON STATE O 6/20/2018 COB APPROVAL YARMOUTH PORT BARNSTABLE MA PROFESSIONAL 72 EAST MARKET SHILL' WIND SPEED SNOW LOAD S0. FT. MIDDLEBURG(57 PA. 17842 140 MPH VULT ' 30 2200 • ll BUILDING PHONE (570) 837-1424 N SYSTEMS.INC. FAX (570) 837-6133 ORDER NO. SERIAL NO. FILE NO. NN�w 79720 P79720(760) Door And Window Schedule o U. CV TYPE QTY DESCRIPTION RO DIAG SQFT LIGHT VENT U DP SHGC EGRESS w 4 re U Exterior Door 1 Q MW 6'-0" Sliding Patio Door 72"x80" 107 5/8" 40 32.4 16.6 0.33 0.36 X o o Exterior Door 1 C Masonite Fire Door 2/8 33 1/2"x81 1/2" 88 1/8" 18.96 0 0 0.21 X U in o 0 z 0 Exterior Door 1 E.Therma Tru 3068 Glass (Under 50% w/ Double 12" Sidelights 64 1/2"x82 1/2" 104 3/4" 36.95 5.15 19.7 0.27 X ril oo z a CO Interior Door 14 (2668) Interior Swing Door 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 w z m g m ¢ � w0_ Interior Door 2 (2668) Interior Bi—Fold Door 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 w J a Interior Door 1 (2668) Interior Pocket Door 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 > w Or Interior Door 1 (2068) Interior Swing Door 26 1/4"x82 3/4" 86 7/8" 0 0 0 0 w a a a Window 4 1 MW Brick Mould Double Hung 24210 30 3/8"x37 5/8" 48 3/8" 7.94 4.8 2.5 0.3 50 0.27 I- D 0 D M 5 0 3 MW Brick Mould Double Flung3046 38 3 8x57 5 8 69 1 4 15.36 10.8 5.76 0.3 50 _ 0.27 X 2 `v 0 Window 8 / " / " / " id a s . rn Window 5 17 MW Brick Mould Double Hung 3056—E . 38 3/8"x69 5/8" 79 1/2" 18.55 13.4 6.9 0.3 50 0.27 X 9 c r W ca a * S Window 2 SP MW Brick Mould Double Hung, 1846 22 3/8"x57 5/8" 61 7/8" 8.95 5.3 2.9 0.3 50 0.27 >— CC 0 4,.., O w ^s,:.o • ~ xi2n cf)PFS Corporation w i�r.s Northeast Region Ncv APPROVED W o ^'ag. 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