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Home My WebLink AboutBLD-23-006112 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department / r Route 28,South Yarmouth,MA 02664-4492 �508-398-0836 I' %, 8`\ •r 508-398-2231 ext, 1261 Fax �., Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish ..... a One-or Two-Family Dwelling laJa3A)(�#9z C�,'�.��I2--2 -IDO2 C) This Section For Official Use Only Building Permit Number: ( ()-2.)' IAD( II, Date Applied: c V(1 (Prin ry WI(t 1— Dt.4I.Y Q4 Building Official{P afore ! ( 2023 SECTION 1:SITE INFORMATION • 1.2 Assessors Map&Parcel Numbers BUILDING DEPARTMENT 1.1 Property Address: 2_- By 21 'd,1- t 1�y` # A 0 7 Z 5 _—________— l.la Is this an accepted street?yes v4o Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 2 L /C,rrtSL•- Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Provided Required Provided Required Required I Provided q 4" 3« I 37 lS 1 2..c.) 3iy 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Municipal 0 On site disposal system Public l�'' Private❑ Check if yes® SECTION 2: PROPERTY OWNERSI ` 2.1 Owner'of Record: �'QuS fi�L S j Ca--S-(vJ Oil e7 JEVe_L4'9 NT LA.t- Name(Print) City,State,ZIP isA,:L,Lc , - v,..i _ ' 7,6 7s'l -ZS y -57 p(i�fr,L1.I?A t" t.c.,-)�rJ , air., No.and Street 1 Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK•'(check all that apply) New Construction l ' Existing Building 0 ( Owner-Occupied 0 1 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 1 Number of Units Other 0 Specify: s rf. _r i V r D Brief Description of Proposed Work': 7"= , ,s1.3, �`►'\T " rM,.— --( , SECTION 4: ESTIMATED CONSTRUCTION COSTS. Q.UILC INO 0EPAttTMENT Estimated Costs: Official Use Only lv �, Item (Labor and Materials) 1. Building Permit Fee:S Indicate how fee is determined: I.Building $ j "/ t y Standard City/Town Application Fee 2.Electrical $ iir is/U ) 0 Total Project Costa(Item 6)x multiplier x • 3.Plumbing $ /''' ,_ii 2. Other Fees: $ D, � �Z List: 4.Mechanical (IiVAC) $ �s"rry 5.Mechanical (Fire $ Total All Fees:$ Suppression) rio Check No. Check Amount: Cash ount: 6.Total Project Cost: $ 6l0, t f 0 Paid in Full Outstanding Balance D : J 5 --1,, Li9I\DIz) SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CA.tr9t' � j l7 c'r 5. c License Number Expirat on Date Name of CSL Holder List CSL Type(see below) l No.and Street Type Description �� t L L) ` + )1 IS-. Unrestricted(Buildings up to 35,000 Cu.ft.) _ R Restricted 1&2 Family Dwelling City/Town,State,ZIP r lvl Masonry RC I Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 7&/-fr t(y'•- cc tr s .:,-6(uzssgs) (c1,A G:" I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) �oJ c 7 71'9 '242/pz) C?� HIC Registration Number Expiration Date HI Company Name or HIC Registrant Name L.v A- `i S j r*12.3i c t No.and Street Email address A-lu_ t-t C o :S't -is`!°1°-8-°c y City/Town, State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(N.I.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 Issua ie of the building permit. Signed Affidavit Attached? Yes .A1. Pf No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize �('� '— v-e to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER1 OR AUTHORIZED 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 Lapplication is true and accurate to th best of my knowledge and understanding. 7 4.7 Print Owner's or Authorized Agent's Name(Electronic' ignature) Date NOTES: 1. 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 arbitration program or guaranty fiord under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.sov/dps 2. When substantial work is planned provide the information below: Total floor area(sq.ft.) '3' (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft,) i 2."? >v ( Habitable room count Number of fireplaces / Number of bedrooms -1 Number of bathrooms 3 Number of half/baths I Type of heating system Nj;1 6.1 ' Number of decks/porches Type of cooling system t" .- cc;1 n Enclosed Open / 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts Department oflndustrialAccidents 1 Congress Street, Suite 100 41, Boston, MA 02114-2017 www.mass.go v/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): CP, S ! Vt f)/ I c-- Address: fire ff-r 5' _ City/State/Zip:11)t. ( f `: ` /I?i/ /'.)1 it Phone#: 7 f/ 1' Are you an employer?Check the appropriate box: Type of project (required): 1.0 tam a employer with employees(full and/or part-time).* 7. ew construction 2.D I am a sole proprietor or partnership and have no employees working for me in 8. E Remodeling • any capacity.[No workers'comp.insurance required.] 3.ElI am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. ❑ Demolition 10 Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.E Electrical repairs or additions proprietors with no employees. 12.E Plumbing repairs or additions 5.E I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.E Roof repairs These sub-contractors have employees and have workers'comp. insurance.t 6.We are a corporation and its officers have exercised their right of exemption per 4IGL c. 14.0 Other 152,§I(4),and we have no employees.(No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy 4 or Self-ins.Lic.4: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL 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 verification. I do hereby certify a ider the pains and penalties of perjury that the information provided above is true and correct. jr" Signature: i- — Date: 71-6, Phone T: 1 /' 'y•f,•• Y Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License r • Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Phone 4: Contact Person: of Yak TOWN OF YARMOUTH HEALTH DEPARTMENT `` r .°, \ PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET R.c Nrr` To be completed by Applicant: Building Site Location: c2 g //0 7 Rd 1,),2,s/--- 4,7,6,)>1A , , A Proposed Improvement: R4-Ze / ��,<j GAS 1t /CJJ`/74Y1(5 C( VPC P '``/ Applicant: A-Tl-ita 0,9�r.� J� � Tel. No.: ('-7 FS'0 c-_S 790 eiM (9. Ic 2_1/l�cloiyti Date Filed: �� / Address: , A ) i7,¢ . Z Prii C.� l2 _ _ (3 92�os �-sue, /I e/K66c / (9 ��F-�i � � G **I ou would like e-mail notification of sign off, lease prove e e-mail ad ess: --, . ' ` 1�� fY Owner Name: /9-`)�/U OAK) PAz-4/1 &3 Ica e-cif�-r� Owner Address: (7e) S '�2V0 e. y ' /4- O2 /7 c Owner Tel. No.: rile)�'a _ 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: [,��.-t_ 3,ti...--12---- DATE: AZ` �� ` PLEASE NOTE COMMENTS/CONDITIONS: ' _ � . ' 24 Valley Rd Sears, Tim <tsears@yarmouth.ma.us> Wed 5/17/2023 2:48 PM To:sjonessr@icloud.com <sjonessr@icloud.com> Scott, I have reviewed your application for new construction and there are some items needed. 1. All required documents per section 110.R3.8.1.2 14. The flood zone line shown on the site plan appears to be incorrect Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsearsPyarmouth.ma.us ov•YA TOWN OF YARMOUTH APR 0 4 2023 ="- HEALTH DEPARTMENT 0 .i HEALTH DEFT: PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: l/� / Vail Building Site Location: c:2 V !/ ( t ail- ) 'oj 4 jJ Proposed Improvement: R �/ 1S �o1 TAP— c`e_mp p ¢ ,(5 i ,v,l iej C' "f- vg-e-y pevo ei"/21e Applicant: /9-77-,T J cDA- P - E02, Tel. No.: ('1 gS"jS V—577( Address: O ) --1(wapq 1`Y�'t) 0F4 _ Date Filed: 1/13/3..J 63 0241, **If you would like e-mail notificationd ign off 1 prde e-mail adess: �� 6 ' f i / 42e� ,C✓ t- vp9ll £e /c � - G Owner Name: 0,� t Z fe_s ,Oco e_c - sf �` Owner Address: )'I ei r''c S P r ' ! .0 .J Owner Tel. No.:�7e/j LS- 7 - 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. r----- - Please submit three (3) copies of plans, to include: --_- - _ (1.) Site Plan showing existing buildings, water line location, r '[ l`l and septic system location; (2.) Floor plan labeling ALL rooms within building HEALTH DEPT (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: (",c/v.-c_ DATE: "��" `/ : PLEASE NOTE COMMENTS/CONDITIONS: :.,_ §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR - Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at `t V A-k\ y ,Zs A c Work Address Is to be disposed of oat the following location: R o h.e- ' C K t (-9 5 O.00 4. 4( AO o21.40 1(q �,«r•ef-A, AS Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 1)/Le 2 3 ature ' Application Date Permit No. Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R ulations and Standards Conte tbn f tsor CS-049061 =, F pires:0812712024 SCOTT E JOINS a 8 STONE WAX WAKEFIELD } ► 01810 f ,)- t, Commissioner ;F ` r f,:r,Lb'�, gwcn cn D(n n 0 -1O 0 mO-I - 0 mmm rp , zz 0 m �cO(n K-<O Cl) O -"O D�10 > cf) X m03 mO—I o co o- v Z rm'm0 o �3.-oOG DD �D� f,,,..iiii 5m '"x o t ..Z O o I4 N.�. -I 7 (n Iv o D73 y a cn C 0 —I A (D 2 r02 2 m m � Cm 0 —h CD .y D' _ g N CD 0 0 0 C O i i i o o � 3 z 1l � 1III11111 ( a D Oy O_.a co yam. iII �- N O SU. —1 x A I 1111tit16111Ili 3 m o ;Ds ItiltYii��i4_ () 2 3 g.0= 5' 'l1IIlIlIEF m = � � O o OIQcnr. < III -. , ,ii) C (D Ca- ,c 3 �,�: 0 �, 1 CO D co coN0 c o 0 cc a cn 00Dc0S= • W m C 3 (DX C N cn ccoc= wmH c _ cn I y -4 W p• w 0. R D rr (/) ca O y m 0 2 ITI m c y co a 0 an y m A 0,.)3c N S 0. cn 0 CD 7 N C 7 C) 0 P. :.;Qg•Y; ,Q, _ TOWN OF YARMOUTH o}`; ':yiAr y BUILDING DEPARTMENT 4'; 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext, 261 BUILDING DEPARTMENT TOTAL DEMOLITION SIGN-OFF FORM State Building Code(780 CMR)Chapter 33. Section 3303.6-Service Connection,- "Before a building or structure is demolished or removed, the owner or agent shall notify all utilities having service connections within the structure, such as water, electric, gas sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment, such as meter and regulators, have been removed or sealed and plugged in a safe manner." "All debris shall be disposed of in accordance wit 780CMR 111.5." Building or Structure Location: 02 /49//e4 f an: Lot: Owner's Name: Address?' Phone: Contractor's Name: Address: Phone: Eversource: Date: By: Title: 7 National Grid: Date: By: Title: Water Dept.: Date: By: Title: / Board of Health: Date: By: Title: Condition: Fire Dept.: Date: 3 _2'3 APT. Ru By: / Fl0c/4-- t,�-- Title: CA PT- A v�iC Historic Commission: Date: By: Title: Conservation: Date: By: Comcast: Date: 3115 ov '4k p Conservation Office : ic Town of Yarmouth bdirienzo@yarmouth.ma.us e' MAT4' Conservation Commission Building Permit Sign-off Application TO BE FILLED OUT BY BU LDING PERMIT APPLICANT: Building Site Location: (-9( v ( '-0/ i4/ V \/ivme(ill °/ ed-6 7B , Map # Lam- Lot(s) # 52 Property Owner: e11ç'/ ate filed: V/31/43 *Applicant: ,� ,> -i�� --/- � clo Cv�S'-"G, . �../eicei-ti4,/ a- ___- Applicant Address: 6 3 0-bypeci- S Heim - 0 1 7 Email: P�-L az i 1,Ab 0 me t COM, Telephone: (7 / s-7qO Please note:by submitting this application,the applicant grants permission to the Conservation Office to enter the location to conduct a site visit(if needed). Proposed Project Description: K � --f 1A-ce_ e K/s A avrL Site Plan Title/Date: ?,U✓\. d\P t P\ 7172- \ Zti TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Does the proposed project require a permit? \Lb Refer to: SE83- .9Li 1 or DOA permit Comments from Conservation Commission: Approved itionally Approv i Rejected Conservation Commission Sign-off Signature: 6 ofr7,-- Date: `$ Z3 *TO APPLICANT: All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. Acopy of the Conditions fOrdder of or urther details.o Conditions must remain on-site during construction. Please refer to the Order 4 • ' `.` TOWN OF YARMOUTH \,` $ 1146 ROUTE 28 SOUTH YARMOUTH MIASSACHUSETTS 02664-4451 634*ri44tmLo Telephone(508)398-2231,Ext. 1250—Fax(508)760 4830 �. Engineering and Surveying Division Building Permit Review Residential and for Commercial Buildings Name of Applicant: (-ire5/ 1///-7c U A t M/'zePP (/2iøAJ Telephone or Email Address:C7C-3,2,5V--5- 77O P4- 6Zt104',. n?E'_ 0/4 Proposed Building Location: dt Y (- ' l' Date Submitted: /,//a Requirements for review: Please submit one(1)copy of plans,to include: I. For Residential: Site Plan showing proposed and/or existing buildings, proposed contours with bench mark, water service location,and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review,if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building- Floor Plan(s)and Elevation Plan(s) 3. One(I)copy of application. Amanda * Lima emal=almaVyannouth maw, 5/1/2023 Reviewed By: Date: PLEASE NOTE Con Retain stormwater on site during and post construction. Suggest pervious driveway in lieu of paving ti Punted on R*Cyded Paper comcast April 13. 2023 r)r. _ 17 Crest Circle 24 Valley Road West Yarmouth.MA 02673 This letter is to inform you that there is no Comcast service running to the addresses listed above.Please let me know if you need any additional information. John Mawhinnev_ Comcast Technical Operations Supervisor Yarmouth,Nantucket,Martha's Vineyard 50 630 -r April 3, 2023 Robert Palmer 63 Prospect St. Melrose, MA 02176 TO WHOM IT MAY CONCERN: RE 24 Valley Rd, West Yarmc uth, MA This email is to confirm that there is no live gas at this property. This letter DOES NOT preclude the excavator or homeowner from calling Dig Safe at 811 before commencing any work. State law requires anyone planning underground excavation work to notify local utilities by calling 811 to get your underground utilities identified for you prior to doing any digging. The call to 811 is the LAW and must be made in advance of starting work. This confirmation letter of a gas cut-off DOES NOT relieve the excavator of making the call to 811. It is a State Law requirement. i can be reached directly at 508-760-7439 should there be any further questions. Sincerely, E U.e w t,Ukekt Residential Gas Connections 127 Whites Path S. Yarmouth, MA 02664 (508) 760-7439 ,P _._ VRs U c Eversource Energy 247 Station Dr,Westwood,Massachusetts 02090-9230 ENERGY April 3.2023 David Palmer 24 Valley Rd W Yarmouth,MA 02673 RE: ADDRESS REMOVAL To Whom It May Concern: At Eversource,we're committed to delivering great service. This letter serves as confirmation that, as of April 3.2023 the electric service to above address has been removed. Based on this information,there is no electric power at this address. If you have any questions,please contact me at(781)441-3206 Sincerely, Eversource Electric Service Support Center TOWN OF YARMOUTH 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext. 1292 Fax(508)398-0836 HISTORICAL COMMITTEE MEMORANDUM TO: Mark Grylls, Building Commissioner FROM: Lisa Sherman,Office Administrator, Yarmouth Historical Commission DATE: March 9,2023 SUBJECT: 24 Valley Road—Demolition Request On March 9, 2023 the Yarmouth Historical Commission assembled and considered the above referenced property in response to a request to demolish. The intended purpose of the total demolition is to enable construction of a new house. A Notice of Intent to Demolish A Historic Building form was filed with the Yarmouth Historical Commission on February 16, 2023 by David Palmer on behalf of CrestValley Development LLC, the owner of the property. While noting that the house is over 75 years old, the Commission agreed unanimously that the structure is not historically significant and also is in very poor condition. Accordingly,the applicant can proceed with demolition. Please let me know if you have any questions. Cc: Yarmouth Historic Commission David Palmer 44. MINN OF YAR mt n ,III ,Ak-A t 0 WATER DEPARTMENT Buck island t6 ,id c,.,,,,-7.0nr eg f'- ' atriloth, \IA ('2 i I-7921 • 1,i‘. t'in8) 7.-I BUILDING PERMIT APPLICATION FOR ‘s‘A I FR DEPARTMENT SIGN OFF FRANSMIT I AL FORM BUILDING SITE LOLA HON: ;29 I'41/1 A:). PROPOSED WORK: _ 0a 71--- A/2o c 1, APPIICA\I: (1/7 / 4///' fo,u,MeZe._ ADDRESS: 4 5 Pro, . fi- ---- d/leke)se TELPHONE: (.7?/j ' '.---S--e1 -5 79 0 p/9-)fner/pad RESI M DENTIAL AND OR COMMERCIAL BUILDING rile- (-OM ‘Vater I)cpartment: Determines Compliance of Water :1\at lability and or exist int! location lUtgineering Department: Determines Compliance for Parking and Drainage Conservation Commission: I ktennines Compliance to Wetlands Act: i c. If lot(s)border any type of k1/4 et kinds. streams. ponds, rivers, ocean, bogs, boys. marshland. ETC. Ilealth I kpartment: Ikteriumes Compliance to State and town Regulations. i c requirements for Septage Disposal and other Public Ilealth At:tic-nes Fire Department: Determines Compliance to State and Town Requirements for Personal Sale ' Property Protections. i.e. Smoke Detectors, Sprinkler Systems,ete Q.4_ '-•. 4 41--&-- \up \N I sIGN ‘TuRE II X l'E 01. T USE: COMMENTS ON PI R\111 kl'PROV,11, OR MAI 11 / C 4 ikr eAft-6 Slif . Z an., xe„.4 .,-er Zee.erotrce-ie7c4VI _..s.,,er.,4f/7- (hi A j (Al"- dowfrpf-m- r---/ 067 if-Acji /WA.- itt-\if, I) 111 N VI ER DIVISION (SIGNATURE) .411r-- ---- cY.2/2&.23 D.V1T tOf ifrii SERVICE NO. .5-' t r .. 3E 0 R6 NAME j asrte Fowl/ .h41- gli Vall-e) VILLAGE L k...1 . METER NO. tioataLt I? 5-1.4 AN-los _ k i Service change change over . . A9itl"4M to new 6" main /.27/5//0/ 014e, illi? OA*,le , . • • , 0144,4- 'eit.`t flAti'd i LP\ 4)4 OA I L ‘r 4111•••11•00••••••••••••••••••••.••• •••••••••=•=••••••••=0•10.111MMIIIIIMONO .../.4 • In v 0,ug.8. 9,...9 .....4 . ........ . : . • ... . . " 4. 6( (Y)0-*Jou WORK MUST CONFORM TO Aft TOWN BYL i WI: REGUL ''S 1 3 I ,03 41 ,.,... TA-to UTH T ATER DEP' v it Commonwealth of Massachusetts � i 1Iv, ' Manufactured Buildings Program l Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda Shea, Manufactured Buildings Program Phone Number: Date Transmitted linda.shea@mass.gov 617-826-5225 3-31-23 - Commonwealth of Massachusetts Office of Public Safety and Inspections Attn: Manu. Bldgs. Board of Building Regulations and Standards 1000 Washington Street, Suite 710 Boston Massachusetts 02118 The person forwarding this material shall complete the following portion of this transmittal Name of Person Mike Hatcher MC Number TPIA Number Transmitting Material 116 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 �/ COLONIAL 22201 Single Family (Review not required) /� g 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 Modification to: Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: Systems Drawings Original Submission Modification to: 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: 24 VALLEY RD.,W.YARMOUTH,MA 02673 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 r---- - Digitally signed by Harold Raup B a ro I d DN:cn=Harold Raup, Signed y� o=Harold Raup, Signed By for TPIA: i ou=PFS-TECO, BBRS No: assigned by Mass. for MASS: a u p email=harold.raup@• Rfsteco.om,c=USI Date:2023.03.31 1 10:36:50-04'00' Print Form / 0 0 0 _ _p c 8. 0 p o _o U N t1', O in O fT o0 OS) •0) Q co) aa, o L rt W I M ; a0 o O > aN E = in.0. C e en COO 4' to N- cr. 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I o O ON I }J a, al L fT tC M N O I /a ' Cl OD r'l N v '.' a) li L= < .. CO = H Ce Z K Ce !I, a p .-O O VI C W W r a1 , 1+ C CO a, to 1n a 4- O I r' u on n wfC�j O L, E E E c c c aEi ;0 4+ a C !, o o >. `>. .O W r +' Q 7 00 a7 L r+ ate' un 0 a Lt_ < fa is R On Ofl C L 1-0 o L a fo o > > a) on a, 3 C C N Ln E 1 13 0 0 o Li o to E WIC 0 u v C 3 3 u C 1 a, +' H a, N C7 -0 Q !I J J O a, 5 Y U o .o on t° a, .0 11 CO a, C ! L o m Ln 7 W _ C „ fo ..' N > > 0 O w L fa -• v E •� ° 0 `° C C o LI C 0 J CD on 3 C f0 U C a, UJI L� L L > �. L 0 o C ' J > E C < L o °' CO d V1 u t u co p o , o L 0 3 N D' C 11 u l o 0 on a; C a, W al aJ 7 C aL z N 3 = 0 III a`. m 1 J • J Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg Property/Builder Information PFS Corporation` Building Name 24 Valley Rd W Yarmouth Northeast Region Owner's Name New Residence APPROVED Property Address 24 Valley Rd H Raup - 3 City, St, Zip West Yarmouth, MA 02673 3/31/23 Phone Number Approval limited to Factory Built Portion Builder's Name Phone Number Email Address Plan/Model Name Westchester Modular Homes Community/Development Identifier/Other Organization Information' Organization Name Cape Cod HERS Raters Address PO Box 1010 City, St, Zip South Yarmouth, MA 02664 Phone Number (508)737-8011 Website CapeCodHERSraters.com Rating/RESNET Information Last Field Insp 2023-03-27 Rating Type ProjectedWorstCase Reason for Rating New Home Rating Number 215D Rating Permit Date 03/27/2023 Provider ID 1998-156 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Chris Picariello Rater's ID 6397177 Rater's Email CapeCodHERSraters@gmail.com REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg General Building Information Area of Conditioned. Space(sq ft) 3020 Volume of Conditioned. Space 25430 Year Built 2023 Housing Type Single-family detached Level Type(Apartments Only) None PFS Corporation Floors on or Above-Grade 2 Northeast Region Number of Bedrooms 4 Foundation Type Unconditioned basement APPROVED Foundation is w/in Infiltration Volume: FALSE H Raup - 3 Enclosed Crawl Space Type N/A 3/31/23 Number of Stories Including Conditioned Basement 2 Approval limited to Thermal Boundary Location Floor Factory Built Portion REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg Foundation Walt Information Depth Height Total Below Above Uo Value Uo Value Name Library Entry Location Length(ft) Height(ft) Grade(ft) Grade(ft) Combo* wall only fndn wall 2012_UDRH_Uncon Uncond bsmt--- 142.25 8.00 7.00 1.00 0.200 1.203 ambient/grnd fndn wall 2012_UDRH_Uncon Uncond bsmt--- 21.00 8.00 7.00 1.00 0.200 1.203 garage/grnd * Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: 2012 UDRH Uncon********* Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 0.0 PFS Corporation Frame Cavity R-Value 0.0 Northeast Region Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall APPROVED Ins Bottom 0.00 ft from bottom of wall H Raup - 3 Exterior Insulation 3/31/23 R-Value 0.0 Approval limited to Ins top 0.00 ft from top of wall Factory Built Portion Ins bottom 0.00 ft below grade Note REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 3 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.big Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value bsmt ceiling R-32 2x10 FB** Cond--- uncond bsmt 1268 0.034 Cantilever R-30*** Cond--- ambient 49 0.035 Frame Floor Library List Floor: R-32 2x10 FB** Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 32.0 Cavity Insulation Thickness (in.) 9.5 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.5 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 PFS Corporation Floor Covering HARDWOOD Northeast Region Note APPROVED Floor: R-30*** Information From Quick Fill Screen H Raup - 3 Continous Insulation R-Value 0.0 3/31/23 Cavity Insulation R-Value 30.0 Approval limited to Cavity Insulation Thickness (in.) 9.5 Factory Built Portion Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering CARPET Note Rim and Band Joist Information Area Continuous Framed Cavity Ins Joist Insulation Name Location (sq ft) Ins Cavity Ins Thk(in) Spacing Grade Uo Value rim Uncond bsmt--- 142.30 0.0 21.0 5.5 16.0 1 0.047 ambient REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 4 of 24 or Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.big Rim and Band Joist Information Area Continuous Framed Cavity Ins Joist Insulation Name Location (sq ft) Ins Cavity Ins Thk(in) Spacing Grade Uo Value rim garage Uncond bsmt--- 21.00 0.0 21.0 5.5 16.0 1 0.047 ambient band Cond--- ambient 142.30 0.0 21.0 5.5 16.0 1 0.047 PFS Corporation Northeast Region APPROVED H Raup - 3 3/31/23 Approval limited to Factory Built Portion REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 5 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value agw- amb R-21 + 6.5 RB** Cond--- ambient Medium 2820.00 0.041 agw- garage R-21 RFG2 2x6** Cond--- garage Medium 190.00 0.058 agw- bsmt R-15 Cond--- uncond bsmt Medium 100.00 0.089 Above-Grade Wall Library List Above-Grade Wall: R-21 + 6.5 RB ** Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 6.5 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 1 PFS Corporation Frame Cavity Insulation Grade Stud Size (w x d, in) 1.5 x 5.5 Northeast Region Stud Spacing (in o.c.) 16.0 APPROVED Framing Factor- (default) 0.2300 H Raup - 3 Gypsum Thickness (in) 0.5 3/31/23 Note Approval limited to Above-Grade Wall: R-21 RFG2 2x6** Factory Built Portion Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Above-Grade Wall: R-15 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 6 of 24 f • . x _ • Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder PFS Corporation 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo Northeast Region uth.16.3.2.PROJWORSTCASE.blg APPROVED Above-Grade Wall Library List H Raup - 3 Continuous Insulation (R-Value) 0.0 '' Frame Cavity Insulation (R-Value) 15.0 Approval limited to Frame Cavity Insulation Thickness (in) 3.5 Factory Built Portion Frame Cavity Insulation Grade 3 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Window Information Wall Assignment Overhang Interior Adjacent il Name Orient U-Value SHGC Area Operable Depth To Top To Btm Winter Summer Winter Summer (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall 1 left win South 0.320 0.280 88.06 Yes 0.0 0.0 0.0 0.85 0.70 None None left win South 0.290 0.290 8.00 Yes 0.0 0.0 0.0 0.85 0.70 None None front win East 0.320 0.280 59.40 Yes 0.0 0.0 0.0 0.85 0.70 None None front win East 0.290 0.300 40.50 Yes 0.0 0.0 0.0 0.85 0.70 None None front win East 0.290 0.290 8.00 Yes 0.0 0.0 0.0 0.85 0.70 None None front win ovr East 0.320 0.280 17.00 Yes 6.0 1.0 6.0 0.85 0.70 None None front gd East 0.300 0.280 42.00 Yes 0.0 0.0 0.0 0.85 0.70 None None right win North 0.320 0.280 49.80 Yes 0.0 0.0 0.0 0.85 0.70 None None right win North 0.290 0.290 12.00 Yes 0.0 0.0 0.0 0.85 0.70 None None right gd North 0.300 0.280 42.00 Yes 0.0 0.0 0.0 0.85 0.70 None None rear win West 0.290 0.290 28.00 Yes 0.0 0.0 0.0 0.85 0.70 None None Door Information Wall Opaque R-Value of Storm Name Library Entry Assignment Area(sq ft) Uo Value Opaque Area Door front door Insulated Door R-4********* AGWall 1 20.0 0.203 4.0 No Bsmnt 2-1/4 Wd solid core AGWall 3 20.0 0.268 2.8 No REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 7 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg Roof Surface Information Exterior Solar Infrared Cement or Roof Tile Radiant Name Color Absorptance Emittance Clay Tiles Ventilation Barrier Grade roofline Medium 0.75 0.90 No No None FLAT Medium 0.75 0.90 No No None Ceiling Et Attic Information Ceiling Ceiling Roof Area Roof Attic Vent Roof Name Library Type Area(sq ft) Uo (sq ft) Uo Area(sq ft) Pitch roofline R-49 Blown 24oc Attic 1750.00 0.021 2187.50 N/A 5.83 N/A 2x6**** FLAT R-34, 24oc Vaulted 240.00 N/A 240.00 0.032 N/A N/A Vaulted** Roof Library List Ceiling: R-49 Blown 24oc 2x6**** Information From Quick Fill Screen Continous Insulation (R-Value) 28.0 Cavity Insulation (R-Value) 21.0 Cavity Insulation Thickness(in) 6.0 PFS Corporation Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Northeast Region Insulated Framing Size(w x h, in) 1.5 x 6.0 APPROVED Insulated Framing Spacing (in o.c.) 24.0 H Raup - 3 Framing Factor- (default) 0.1100 3/31/23 Ceiling Type Attic Approval limited to Note Factory Built Portion Ceiling: R-34, 24oc Vaulted** Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 34.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 8 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.big Roof Library List Insulated Framing Spacing (in o.c.) 24.0 Framing Factor- (default) 0.1100 Ceiling Type Vaulted Note PFS Corporation Northeast Region APPROVED H Raup - 3 3/31/23 Approval limited to Factory Built Portion REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 9 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase PFS Corporation 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Northeast Region Rater ID:6397177 APPROVED Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth H Raup - 3 6397177.215D.24ValleyRdWYarmo 3/31/23 uth.16.3.2.PROJWORSTCASE.blg Approval limited to Mechanical Equipment Factory Built Portion ; Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Space Conditioning Information Performance Load Served% Mech Vent Type Library Entry Location Adjustment% Heating Cooling Dehumid' Precond HEAT: 96AFUE Gas Furn 60k** Uncond bsmnt/enclosed 100.0 50.0 0.0 0.0 No crawl HEAT: 96AFUE Gas Furn 60k** Conditioned living space 100.0 50.0 0.0 0.0 No COOL: 14SEER A/C 2 ton Uncond bsmnt/enclosed 100.0 0.0 50.0 0.0 No crawl COOL: 14SEER A/C 2 ton Conditioned living space 100.0 0.0 50.0 0.0 No Space Conditioning Library List Heat: 96AFUE Gas Furn 60k** SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity (kBtuh) 58.0 Seasonal Equipment Efficiency 96.0 AFUE Auxiliary Electric 207 Eae Note Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Shared MechVent Preconditioning FALSE Percent Load Served 50 Heat: 96AFUE Gas Furn 60k** SystemType Fuel-fired air distribution Fuel Type Natural gas REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 10 of 24 Buildin ummary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth PFS Corporation 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.bIg Northeast Region APPROVED Space Conditioning Library List H Raup 3 Rated Output Capacity(kBtuh) 58.0 3/31/23 Seasonal Equipment Efficiency 96.0 AFUE Approval limited to Auxiliary Electric 207 Eae Factory Built Portion Note Location Conditioned living space Performance Adjustment 100 Shared MechVent Preconditioning FALSE Percent Load Served 50 Cool: 14SEER A/C 2 ton System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 14.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Shared MechVent Preconditioning FALSE Percent Load Served 50 Cool: 14SEER A/C 2 ton System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 24.0 Seasonal Equipment Efficiency 14.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Location Conditioned living space Performance Adjustment 100 Shared MechVent Preconditioning FALSE Percent Load Served 50 REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 11 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg DHW Information Performance Load Served% Dwell Units Entry Fixtures Dishwasher Clothes Washer'I Served Library ****** Location Adjustment Navien NPE240A2* Uncond bsmnt/enclosed 100.0 100.0 100.0 100.0 1 crawl DHW Library List DHW: Navien NPE240A2******** Water Heater Type Instant water heater Fuel Type Natural gas Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Shared MechVent Preconditioning FALSE Dwelling Units Served 1 Fixtures Percent Load Served 100 Dishwasher Percent Load Served 100 Clothes Washer Percent Load Served 100 PFS Corporation Northeast Region APPROVED H Raup - 3 3/31/23 Approval limited to, Factory Built Portion REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 12 of 24 uilding ummary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.big DHW Efficiencies All bath faucets Er showers <=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 78 TOTAL Pipelength for longest DHW run 103 DWHR unit present? false DHW Diagnostics dhwGpd 52.91 peRatio 1.00 dishwasherGpd 0.61 clothesWasherHotWaterGPD 1.15 EDeff 1.00 ewaste 32.00 tmains 56.80 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 PFS Corporation Northeast Region APPROVED H Raup - 3 3/31/23 Approval limited to Factory Built Portion REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 13 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder PFS Corporation 24 Valley Rd W Yarmouth Northeast Region 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg APPROVED H Duct Systems Name duct Approval limited to Conditioned Floor Area(sq ft) 1268.0 Factory Built Portion #of Returns 4 Heating System 96AFUE Gas Furn 60k** Cooling System 14SEER A/C 2 ton Supply Duct Surface Area(sq ft) 342.4 Return Duct Surface Area(sq ft) 253.6 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Unconditioned basement 90.0 6.0 Conditioned space 10.0 6.0 Return Unconditioned basement 90.0 6.0 Conditioned space 10.0 6.0 Test Exemptions IECC FALSE RESNET 2019 FALSE Duct Leakage Input Type Threshold Test Type Total Duct Leakage Duct Test Stage Postconstruction Test Lt0 (based on Total DL) Total Duct Leakage Supply ft Return 50.00 CFM®25 Pascals 49.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Field Test Values Final Lt0 Total Final Total (non-simulation) Not Applicable 0.00 CFM®25 Pascals Name duct2 Conditioned Floor Area(sq ft) 1752.0 REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 14 of 24 Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 Weather:Barnstable AP, MA Builder PFS Corporation 24 Valley Rd W Yarmouth Northeast Region 6397177.215D.24ValleyRdWYarmo uth.16.3.2.PROJWORSTCASE.blg APPROVED Duct Systems H Raup - 3 11 #of Returns 4 Heating System 96AFUE Gas Furn 60k** Approval limited to Factory Built Portion Cooling System 14SEER A/C 2 ton Supply Duct Surface Area(sq ft) 473.0 Return Duct Surface Area(sq ft) 350.4 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 6.0 Return Conditioned space 100.0 6.0 Test Exemptions IECC FALSE RESNET 2019 FALSE Duct Leakage Input Type Threshold Test Type Total Duct Leakage Duct Test Stage Postconstruction Test Lt0 (based on Total DL) Total Duct Leakage Supply Et Return 69.00 CFM®25 Pascals 69.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Field Test Values Final Lt0 Total Final Total (non-simulation) Not Applicable 0.00 CFM@25 Pascals REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 15 of 24 Building Summary Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase Northeast Region 24 Valley Rd (508)737-8011 2023-03-27 APPROVED West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 H Raup - 3 Weather:Barnstable AP, MA Builder 3/3i/23 24 Valley Rd W Yarmouth 6397177.215D.24ValleyRdWYarmo Approval limited to uth.16.3.2.PROJWORSTCASE.blg Factory Built Portion HVAC Commissioning : Name CX-1 Is Commissioned No Total Duct Leakage Duct System 1: duct ACCA 310 test exemption claimed? false Heating Equipment NA Grade I met via ANSI/ACCA 5QI false Cooling Equipment NA Duct Grade III Blower Fan Refrigerant Charge Airflow Exception false Single Packaged System? false Design-specified airflow Qdesign 2 Met ANSI/ACCA5QI section 4.3.1? false Measured airflow Qop 200 Refrigerant Grade III Airflow Grade III Test Medhod Not Applicable Power at operating conditions Wfan 200 Blower Fan Efficiency 0.000 Watt Draw Grade III Name CX-2 Is Commissioned No Total Duct Leakage Duct System 2: duct2 ACCA 310 test exemption claimed? false Heating Equipment NA Grade I met via ANSI/ACCA 5QI false Cooling Equipment NA Duct Grade III Blower Fan Refrigerant Charge Airflow Exception false Single Packaged System? false Design-specified airflow Qdesign 2 Met ANSI/ACCA5QI section 4.3.1? false Measured airflow Qop 200 Refrigerant Grade III Airflow Grade III Test Medhod Not Applicable Power at operating conditions Wfan 200 Blower Fan Efficiency 0.000 Watt Draw Grade III REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 16 of 24 Building Summary Property Organization HERS New Residence Cape Cod HERS Raters ProjectedWorstCase PFS Corporation 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D Northeast Region Rater ID:6397177 APPROVED Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth H Raup - 3 6397177.215D.24ValleyRdWYarmo 3/31/23 uth.16.3.2.PROJWORSTCASE.big Approval limited to Infiltration Factory Built Portion Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 2.90 ACH ® 50 Pascals Cooling Season Infiltration Value 2.90 ACH ®50 Pascals Shelter Class 3 Code Verification Tested Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation WHF Rated Flow NA WHF Watts NA REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 17 of 24 Building Summary Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd ( ) 508 737-8011 2023-03-27 Northeast Region West Yarmouth, MA 02673 Chris Picariello Rating No:215D APPROVED Rater ID:6397177 - 3 Weather:Barnstable AP, MA Builder 3 H Raup aup 24 Valley Rd W Yarmouth /31/23 6397177.215D.24ValleyRdWYarmo Approval limited to uth.16.3.2.PROJWORSTCASE.blg Factory Built Portion Mechanical Ventilation Name ERV Shared Multifamily System false Type Balanced Unable to Measure false Delivered CFM 76 Adj. Sensible Recovery Efficiency (%) 78.00 Adj. Total Recovery Efficiency(%) 59.00 Hours Per Day 22.0 Fan Power(watts) 50.0 REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. Page 18 of 24 ©1985-2021 NORESCO, Boulder, Colorado. g } • Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase Northeast Region 24 Valley Rd (508)737-8011 2023-03-27 APPROVED West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 H Raup - 3 Weather:Barnstable AP, MA Builder 3/31/23 24 Valley Rd W Yarmouth to Approval limited d 6397177.215D.24ValleyRdWYarmo Factory Built Portion uth.16.3.2.P ROJ W ORSTCASE.blg Lights and Appliances Rating/RESNET audit Ceiling Fan Number In Home: 0 Average CFM / Watt 0.00 Refrigerator Location Conditioned Label Energy Rating 691 kWh/yr Range Oven Location Conditioned Fuel Type Natural gas Induction Range Yes Convection Oven No Dishwasher Location Conditioned Preset Specific EnergyGuide label Dhw Equipment N/A Capacity Standard Dishwasher LER 270 kWh/yr Electricity Rate 0.1300$/kWh Gas Rate 1.10 $/therm Annual Gas Cost 32.00 $/yr Loads Per Week 4 Clothes Dryer Location Conditioned Fuel Type Electric Dwelling Units Per Dryer N/A CEF 2.62 REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. Page 19 of 24 ©1985-2021 NORESCO, Boulder, Colorado. Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 Northeast Region West Yarmouth, MA 02673 Chris Picariello Rating No:215D APPROVED Rater ID:6397177 Weather:Barnstable AP, MA Builder H Raup - 3 24 Valley Rd W Yarmouth 3/31/23 6397177.215 D.24Va lleyRdWYarmo uth.16.3.2.PROJWORSTCASE.big Approval limited to Factory Built Portion Lights and Appliances Clothes Washer Location Conditioned Preset ENERGY STAR 2018 Dwelling Units Per Washer N/A Dhw Equipment N/A IMEF 2.060 IWF 4.300 Capacity 4.200 Cu. Ft Label Energy Rating 152 kWh/yr Electricity Rate 0.1200 $/kWh Gas Rate 1.09 $/therm Annual Gas Cost 12.00 $/yr Loads Per Week 6 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 20 of 24 Building Summary Property Organization HERS PFS Corporation P Y New Residence Cape Cod HERS Raters ProjectedWorstCase Northeast Region 24 Valley Rd (508)737-8011 2023-03-27 West Yarmouth, MA 02673 Chris Picariello Rating No:215D APPROVED Rater ID:6397177 H Raup - 3 Weather:Barnstable AP, MA Builder 31/23 Approval3/ /23 24 Valley Rd W Yarmouth to 6397177.215D.24ValleyRdWYarmo Factory Built Portiond uth.16.3.2.PROJWORSTCASE.blg Mandatory Requirements ,-: IECC Requirements Verified IECC 06 false Verified NY-ECCC 2020 false Verified IECC 09 false Verified IECC MI false Verified IECC 12 false Verified IECC NC 2018 false Verified IECC 15 false Verified NGBS 2015 false Verified IECC 18 true EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. Page 21 of 24 ©1985-2021 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 Northeast Region West Yarmouth, MA 02673 Chris Picariello Rating No:215D APPROVED Rater ID:6397177 H Raup - 3 Weather:Barnstable AP, MA Builder 24 Valley Rd W Yarmouth 3/31/23 6397177.215D.24ValleyRdWYarmo Approval limited to uth.16.3.2.PROJWORSTCASE.big Factory Built Portion DOE Zero Energy Ready Home Home Builder ID Number Passive House Certified false Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 22 of 24 • 411 Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase Northeast Region 24 Valley Rd (508)737-8011 2023-03-27 APPROVED West Yarmouth, MA 02673 Chris Picariello Rating No:215D Rater ID:6397177 H Raup - 3 Weather:Barnstable AP, MA Builder 3au 24 Valley Rd W Yarmouth /31/23 6397177.215D.24ValleyRdWYarmo Approval limited to uth.16.3.2.PROJWORSTCASE.blg Factory Built Portion Notes Permit#: Date Issued: Electric Meter#: Gas Meter#: Cardinal Direction: Design Notes: Projected Modular Insulation Plan Floor: R-30 2x10 160C Rim/Band: R-21 Walls: R-21 2x6 160C Ceiling: R-50 Blown + FB HVAC: Heating Type: Location: Brand Name: Model#: S/N: Output: k Efficiency: Eae: kWh/year Cooling Type: Location: Brand Name: Model#: S/N: Output: k SEER: Water Heater Type: Location: Brand Name: Model#: S/N: Energy Factor: REM/Rate-Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. Page 23 of 24 ©1985-2021 NORESCO, Boulder, Colorado. Property Organization HERS PFS Corporation New Residence Cape Cod HERS Raters ProjectedWorstCase 24 Valley Rd (508)737-8011 2023-03-27 Northeast Region West Yarmouth, MA 02673 Chris Picariello Rating No:215D APPROVED Rater ID:6397177 H - 3 Weather:Barnstable AP, MA Builder Raup 24 Valley Rd W Yarmouth 3/31/23 6397177.215D.24ValleyRdWYarmo Approval limited to uth.16.3.2.PROJWORSTCASE.big Factory Built Portion Notes Size: gal Mechanical Ventilation: Type: Brand Name: Model#: ASRE: ATRE: Measured flow: cfm Watts: W ---Appliances: `Refrigerator Brand Name: Model#: S/N: kWh/year: *Dishwasher Brand Name: Model#: S/N: kWh/year: Place settings: *Range Fuel: Induction: Convection: *****Bulb Count: REM/Rate- Residential Energy Analysis and Rating Software v16.3.2 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 24 of 24 r i WMH STRUCTURAL CALCULATION SHEET p SERIAL NO: 22201 I LOCATION: II Main House I STATE: MA FORMULAS AND FACTORS PER 2015 N S , TRUSS REACTIONS csvRED AIk,y,T L�4/ JR'WAIT P FC' P < A gfog/ E - L ,A ROVED7 No. zss asz .. DATE 3/30/23 CORNVILLE 4v PFS 0/ __ff ARIZONA RPORAyiON ♦ o��F SP°�J Bloomsburg, PA q<rH OF MPS 7 R1= 1089 lbs R2= 1080 lbs Spacing= 24 in.o.c. 8 9 4 �2� Truss: HME10404 6 3 'oof LL=Pg*0.7*Ct*Unbal.Load (assumes Ce and I=1.0) 5 (Load in psf) Pg *0.7 Ct Unbal. Rf LL 9(post) 2 Design Snow Load 55 0.7 1.1 1.3 55 LOADING CONDITION Actual Snow Load 40 0 7 1.1 1.3 40 1 DIAGRAM Width(ft)= 14 Roof Pitch: A -Fop Chord Bot.Chord (Load in psf) LL DL LL DL Total Truss Type: H 'H'=Hinged Design Load 55 10 0 10 75 Actual Load 40 10 0 10 60 DESIGN LOADING(PSF) I otal Load Reduction Factor= Actual 60 = 0.80 II LL I DL I TL I Design 75 1ST FL 40 10 50 CEILING 0 7 7 ive Load Reduction Factor= Live Load 40 = 0.67 2ND FL 30 10 40 Total Load 60 ROOF-EXT 290 145 436 ROOF-MAT 288 144 432 Adjusted Loads EXT WALL 0 50 50 WI(tot)= 436 lbs/If W2(tot)= 432 lbs/If MAT WALL 0 40 40 _ WI(live)= 290 lbs/If W2(live)= 288 Ibs/lf LOAD COMBINATION SUMMARY CHART(lbs/ID Loading Ist Floor 1st Fl Wall CIg 2nd Floor 2nd Fl Wall I Roo Ext I Roof/Mate II Total-Ext I Total-Mate I Condition I Total I Live I Ext I Mate I Total I Total I Live Ext I Mate Total Live Total Live Total I Live Total I Live 1 350 280 350 280 350 280 2 350 280 50 40 49 280 210 607 368 597 368 3 350 280 50 40 49 280 210 50 40 436 290 432 288 1019 585 996 584 4 350 280 50 40 436 290 432 288 693 428 680 426 5 49 49 0 49 0 6 280 210 280 210 280 210 7 280 210 50 40 436 290 432 288 640 375 627 374 8 436 290 432 288 436 290 432 288 9 49 280 210 50 40 436 290 432 288 690 375 676 374 Notes: 1. Floor and ceiling loads above are calculated using the following: [Box Width(ft)]/2 x Design Load Example: 1st Floor= 14 /2 x 50 = 350 lbs/If 2. Roof loads are taken from Max Gravity Reactions listed on truss drawing and adjusted to account for spacing and Actual(required) versus Design snow load as shown above. 3. Load totals given for conditions with multiple live loads incorporate a reduction factor of.75 applied to the live loads only. WHM Inc.- Revised 2/16/2023 s a SERIAL NO: 22201 I Beam Calculations -Truss: HME10404 Main House Microlam Design Values SPF 42 Design Values Formulas used in Calculations Ft= 2925 ps: Ft= 875 psi A= (b)(d) AREQ.o=3/2Max Shear/F; Iar,(TL)=0rc<1s75Xw,O(1.>'ie Fi= 285 psi F,= (b)(d)2/6 135 psi S=(b)(d)/6 Sseov=12(W)2/8(Fe) lawn(LL)=4,,LO.a7sxw-00L)''L E= 2.000,000 psi E= 1,400,000 psi I=(b)(d)3/12 Beam#L: Location: Bedroom 2 ROOF/ATTIC Walk-up Attic:NO Loading Parameters: Beam Type: Loading Conditions: Loading Condition: 8 (from cover sheet) M CM"for Microlam) Wrt.= 432 p If Length of Beam: 12.5 (i=L ("S"for SPF#2) WLL= 288 pl f Beam Location: M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs 2700 lbs Max Defl(TL)=L(12)/180 in= 0.83 in Support Wall Height: 8 ft Max Moment=WL2/8 ft-lbs= 8438 ft-lbs Max Defl(LL)=L(I2)/240 in= 0.63 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values Quantity Depth CDtm)= 1.15 CSFb)= 1 F6= 3363.8 psi c � APPROVED I 1a/zx 11.25 in car.)= I.ls F = 327.8 psi CF(Fb)= 1 E= 2,000,000 psi DATE 3/30/23 Required Properties Of Beam Required Posts PFS CORPORATION A 16.9;q > A(��o,= 12_36 inr 73% S= 31.6 in3> S(,,vn,= 30,1 in' 95% 2x3's= Bloomsburg, PA I= 178in00> t TL(aean)- 142.59 in" 80% or 224's=/ Itus,•si= 126.56 in' 71% or2x6's=1 Beam#2: Location:2nd fl Stairs ROOF/ATTIC Walk-up Attic:NO Loading Parameters: Beam Type: Lo din Conditions: Loading Condition: 8 (from cover sheet) M ("M"for Microlam) WTL • °P If ry Length of Beam: 9 ft=L ("S"for SPF#2) WLL ,plf Beam Location: NI ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 1944 lbs Max Dell(TL)=L(12)/180 in= 0.6 in Support Wall Height: 8 ft Max Moment=WLt/8 ft-lbs= 4374 ft-lbs Max Defl(LL)=L(12)/240 in= 0.45 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values Ouantity Dentlt CD(m)= 1.15 C1Fnu= I Fb= 3363.8 psi 1 (i1-1/2x 9.25 in CD(rn)= 1.15 F"= 327.8 psi CF(Fb)= I E= 2,000,000 psi Required Properties Of Beam Required Posts A= 13.9 iqt> A(m.n,= 8.895 in' 64% S= 21.4 in'> S(rnpn)= 15.6 in' 73% 2x3's=3 I= 98.9 in°> IT4ssao)= 53.22 in' 54% or 2x4's=} 1L4aean)= 47.24 in' 48% or 2x6's=2 Beam#3: Location: Bedrooms 3 and 4 ROOF/ATTIC Walk-up Attic:NO Loading Parameters: Beam Type: Loading Conditions: / 9-'/2_3 Loading Condition: 8 (from cover sheet) M_ '("M"for Microlam) Wm= 432 Of Length of Beam: 17.7 ft=L ("S"for SPF#2) Wu= 288 plf Beam Location: M ("M"for Mate Line) '(oRE O ARC�,�� ("E"for Ex-tenor) Max Shear=WL/2 lbs= 3823 lbs Max Defl(TL)=L(12)/180 in= 1.18 in 4-451 QPJ�R,wA<TF 00 Support Wall Height: 8 ft Max Moment=WL2/8 ft-lbs= 16918 ft-lbs Max Defl(LL)=L(12)/240 in= 0:89 in to �/n /Air_._ . Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values • NO.952852 uantit Depth Fb= 3229.2 psi h CD(ro)= Lis CaFb)= I ?y CORNVILLE L' I @1-1/2x 16 in CD(Po)= 1.15 Fr= -4- ARIZONA 0� 327.8 psi �J CF(Fb)= 0.96 E= 2,000,000 psi 1�--IL .Q LPG Required Properties Of Beam NTH OF MPS Required Posts A= 24 in�> A,,,,"= 17.49 in' 73% S= 64 in'> Stomp„)= 62.9 in' 98% 2x3's=a5 I= 512 in'> 1TL)OCQ:,,= 404.85 in' 79% - or 2x4's=2 WHM Inc.-Revised 2/16/2023 ILt./s,vo)= 359.33 in' 70g/ or 2x6's=2 r SERIAL NO: 22201 I Beam Calculations -Truss: TIME10404 Main House Microlam Design Values SPF#2 Design Values Formulas used in Calculations Fb= 2925 psi Fi,= ST psi A=(b)(d) Aatfn=Max Shear/F, 1,c,(TL)=6q,(1.8syw,3L)IE Fs= 285 psi Fs= 135 psi S=(b)(d)'/6 SaQ,n=12(W)'/8(F(,) lr o(LL)=6,t,(t.t75xw7()(L)'E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)'/12 Beam#4: Location:Master Bedroom FLOOR ABOVE Loading Parameters: Beam Type: Loadin Conditions: 7, Loading Condition: 6 (from cover sheet) M ("M"for Microlam) WTL plf Length of Beam: 12.5 ft=L ("S"for SPF#2) WLL= s„plf Beam Location: Al ("M"for Mate Line) ("E"for Exterior) Max Shear=WW2 lbs 1750.lbs Max Defl(TL)=L(12)/240 in= ,0.63 in Support Wall Height: 9 ft Max Moment=WL'/8 ft-lbs= 5469 ft-lbs Max Defl(LL)=L(12)/360 in= 0.42 in Member Analyzed: Mircolam Beam PASSES Microlam Adiustment Factors Adiusted Microlam Design Values „„.-, .. .___.... r Quantity Depth CD(tb)= I Calh)= 1 Pb= 2925 psi cor.....*-! APPROVED- 1 -a 1-ti2i 9.25 in CD(fv)= I Fr= 285 psi Composite Beam CF(F10= 1 E= 2,000,000 psi DATE 3/30/23 Reauired Properties Of Beam Required Posts A= 24.33 in'> A(ae.,,= 9.21 in' 38% PFS CORPORATION S= 33.12 In'> S(L,Q„)= 22.4 in' 68% 2x3's=3 Bloomsburg, PA I= 214.35 m'> InlcOQs)= 123.05 in' 57% or 2x4's=1 ,,t< I = 138.43 in' 65% or 2x6's=1 Beam#5: Location: Master Bedroom CEILING Loading Parameters: Beam Type: Loading Conditions: Loading Condition: 5 (from cover sheet) pot:= ("M"for Microlam) VIV..- 49.plf Length of Beam: 12.5 ft=L ("S"for SPF#2) WI I- 0 plf Beam Location: M ("M"for Mate Line) ("E"for Extenor) Max Shear=WL/2 lbs 306 lbs Max Defl(TL)=L(12)/I80 in= 083 in Support Wall Height: 9 ft Max Moment=WL°/8 ft-lbs= 957 ft-lbs Max Defl(LL)=L(12)/240 in= 0.63 in Member Analyzed: Mircolam Beam PASSES Microlam Adiustment Factors Adiusted Microlam Design Values Quantity Depth, CD(tb)= 09 Cr05)= I Fb= 2632.5 psi 1 a 1-I/2x 5.5 in CD(fv)= 09 Fs= 256.5 psi CF/I S)= I E= 2,000,000 psi Required Properties Of Beam Required Posts A= 8.3 in'> A(,)= 1.785 in' 22% S= 7.6 in'> So,)= 4.4 in' 58% 2x3's=1 1= 20.8 in'> ITi o Qn)= 16_17 in' 78% or 2x4's=1 ILL(REpn)= Q in' 0% or 2x6's=1 Beam#6: Location:Kitchen/Living Room FLOOR ABOVE Loading Parameters: Beam Type: Loadin.Condns: Loading Condition: 6 (from cover sheet) r,N-;.-.("M"for Microlam) Wm= 280 plf I 1-" �,� 'SforSPF#2 WLL= 210.plf �� j< � Length of Beam: 17.7 ft=L (� " ) Beam Location: M ("M"for Mate Line) ("E"for Extenor) Max Shear=WL/2 lbs= 2478 lbs Max Deft(TL)=L(12)/240 in= 0.89 in \,_ 3$D A/3C y/r Support Wall Height: 9 ft Max Moment=WL'/8 ft-lbs= 10965 ft-lbs Max Defl(LL)=L(12)/360 in= 0.59 in �0 JAR W A4 F O cr QP F.P Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adiusted Microlam Design Values GI. L '1,1/..., 4. Ouantity Depth CD(tb)= I Crdb)= I 04 Ft,= 3042 psi / NO.952852 3 @ I-1/2x 9.25 in CD(fv)= 1 Fs= 285 psi 1- CF(Fb)= 1 E= 2,000,000 psi CORNVILLE tARIZONA Jc0 Required Properties Of Beam Required Posts +/y Qg� A= 55.5 in'> A( Q„)= 13.035 23 _ 44 T11 OF D11P`S� S= 85.6 in'> So,s,)= 45 m' 53% 2x3's=4 = 395.7 in°> ITu„o) 349.35 in' 88% or 2x4's=1 ILILcoOn)_ 393.02 in' 99% or 2x6's=1 NMM Inc.- Revised 2/16/2023 s. SERIAL NO: 22201 Beam Calculations -Truss: HME10404 Main House Microlam Design Values SPE#2 Design Values Formulas used in Calculations Ft= 2925 psi En 875 psi A=(b)(d) AeQn=Max Shear/F' Ii,o,n(TL) Arrp 8758W,,xL)''E F,= 285 psi F= 135 psi S=(b)(d)'/6 SeQ.n=12(W)5/8(F5') I p(LL i875 � r �-A„�c xWT,xw'E E 2,000,000 psi E - 1,400,000 psi I=(b)(d)'/12 Beam#7: Location:Kitchen/Living Room CEILING Loading Parameters: Beam Type: Loading Conditions: Loading Condition: 5 (from cover sheet) M C M"for Microlam) k%[I = 49 plf Length of Beam: 17.7 ft=L ("S"for SPF#2) 'A,.- 0 plf Beam Location: M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 434 lbs Max Defl(IL)=L(12)/180 in= 1.18 in Support Wall Height: 2 ft Max Moment=WL2/8 ft-lbs= 1919 ft-lbs Max Defl(LL)=L(12)/240 in= 0.89 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values Quantity Depth CD(tb)= 0.9 CKFb)= 1.04 Fb= 2737.8 psi coh.. ....... APPROVED 3 @1-l/2x 5.5 in CD(fv)= 0.9 Fv= 256.5 psi 3/30/23 CF(Ibi= I E= 2,000,000 psi DATE Reauired Properties Of Beam Required Posts PFS CORPORATION n= 248 i° > A,,,,,= 2735 m lo°, S= 22.7 '> Sii,,i= 8_7 in' 38% 2x3's=I Bloomsburg, PA i= 62.4 in'> 1,,,,,n)= 45_92 in' 74% or 2x4's=1 ILL(e5QO)= 0 in' 0% or 2x6's'1 Beam#8: Location:Dining A-Box FLOOR ABOVE Loading Parameters: Beam Type: Lai,.in.Con.ition Loading Condition: 7 (from cover sheet) M ("M"for Microlam) WIi.= _.:. plf Length of Beam: 11.5 ft=L ("S"for SPF#2) WLL -z plf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 3683 lbs Max Dell(TL)=L(12)/240 in= 0:58 in Support Wall Height: 9 ft Max Moment=WL'/8 ft-lbs= 10587 ft-lbs Max Defl(LL)=L(12)/360 in= 0.38 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values Quantity D-e�th CD(m)= 1.15 Cplb)= 1 Fb= 3363.8 psi 2 ^a""1-1/2x 9.25 in Cthfv)= 1.15 Fv= 327.8 psi CFIm)= I E= 2,000,000 psi Required Properties Of Beam Required Posts A= 37 inv> A,,,,,,= 16_86 jn' 46% S= 57 in'> S( Qn)= 37.8 in' 66% 2x3's=5 I= 263.8 m'> ITuonQn)= 219.16 in' 83% or 2x4's=2 IL4ario)= 192.67 in' 73% or2x6's=2 Beam#9: Location:Dining Ceiling A&E Boxes CEILING Loading Parameters: Beam Tyne: Loading Conditions: �7 Loading Condition: 5 (from cover sheet) M ("M"for Microlam) W)t.- 49 plf .3/25/2$ Length of Beam: 11.5 ft=L ("S"for SPF#2) WI 1= 0 plf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 282 lbs Max Defl(TL)=L(12)/180 in= 0.77 in G\�„(ERE O ARC,S/ Support Wall Height: 2 ft Max Moment=W12/8 ft-lbs= 810 ft-lbs Max Defl(LL)=L(12)/240 in= 0.58 in J\-R.W44T Tcx Q- 4e" Fp CDA Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values 1. 7.2,--ZV :./ r Quantity Degth CD(m)= 0.9 C:(rb)= I Fb= 2632.5 psi O NO.952852 ,, 1 @1-1/2x 5.5 in CD(fv)= 0.9 Fv= 256.5 psi .4. CORNVILLE As CF(Fb)= 1 E= 2,000,000 psi -;• ARIZONA co �J Required Properties Of Beam Required Posts +�F,q SQ,G A= 8.3 tie> A(„",Qn)= 1.65 inz 20% <TyOFMPs S= 7.6 in'> S,� ( Qo)= 3_7 in' 49% 2x3's=1 I= 20.8 jn'> ITus-Q,,)= 12.59 in' 61% or 2x4's=1 WHM Inc.- Revised 2/16/2023 ILu irpi= 0 in' 0% or 2x6's=1 r i SERIAL NO: 22201 I Beam Calculations -Truss: HME10404 Main House llicrolam Design Values SPF#2 Design Values Formulas used in Calculations Fri= 2925 psi Fr= 875 psi A=(b)(d) AarQ•q=Max Shear/Fr' I, ,(TL)=4a,(1.11/5XWrXL)'F Fa= 285 psi F,= 135 psi S=(b)(d)2/6 SarQ•q=12(W)n/8(Fe) lawn(LL)=A i.0 s7sXw„)(L>';E E= 2,000,000 psi E= 1,400,000 psi I=(b)(d)2/12 Beam#10: Location:floor Girders FLOOR Loading Parameters: Beam Tice: Loadin,Conditions: Loading Condition: t (from cover sheet) S ("M"for Microlam) Wil `plf c, r r Length of Beam: 10 ft=L ("S"for SPF#2) WLL plf Beam Location: M ("M"for Mate Line) ("E"for Extenor) Max Shear=WL/2 lbs= 1750 lbs Max Dell(TL)=L(12)/240 in= 0.5 in Support Wall Height: ftMax Deft(LL)=L 12/360 in= 0.33 in 8 Max Moment=WLL/8 ft-lbs 4375 ft-lbs ( ) Member Analyzed: SPF#2 Beam PASSES SPF#2 Adiustment Factors Adjusted SPF#2 Designs Values t Quantity Depth CD(fb)= 1 Calla)= I Fb= 962.5 psi .. CD(ev)— 1 FA= 135 psi ac,"--" APPROVED 2 @,2x 10 in CF(Fb)= 1.1 E= 1,400,000 psi 3/30/23 Required Properties Of Beam Required Posts A= 37 DATE _ 19_44 in= 53% PFS CORPORATION s= 57 in'> S(.iQp)= 54.5 in' 96% 2x3's=2 Bloomsburg, PA I= 263.8in''> 1iu,,,)= 112.5int 43% or2x4's=1 Lu�Q o)=[ 135 in' 51% or 2x6's=1 Beam#1 L: Location:floor Girders FLOOR Loading Parameters: Beam Type: Loadin Conditions: Loading Condition: 3 (from cover sheet) .S. ("M"for Microlam) Vt II 1019.45 plf Length of Beam: 6.4 ft=L "S"for SPF#2) 551.1-= 585.358 plf Beam Location: E CM"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs 3262 lbs Max Defl(TL)=L(12)/240 in= 0.32 in Support Wall Height: 8 ft Max Moment=WL5/8 ft-lbs= 5220 ft-lbs Max Defl(LL)=L(12)/360 in= 0.21 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adiustment Factors Adiusted SPF#2 Designs Values l Quantity peat CD(fb)= 1.15 Cr(Fb)= 1 Fr= 1106.9 psi 2 r 2x 10 in CD(fv)= 1.15 Fr= 1553 psi CF(Fb)= LI. E= 1,400,000 psi Required Properties Of Beam Required Posts A= 37 in'> A(asvo)= 31.5 inr 85% S= 57 ins> S1sns rp= 56.6 in' 99% 2x3's=4 I= 263.8 in'> ITusren)= 85.9 in` 33% or 2x4's=2 ILuar, — s �— 73_98 in' 28% or 2x6's=1 Beam#12: Location:Max Loads(a7 Dining Room Header ROOF,ATTIC Walk-up Attic:YES Loading Parameters: Beam Type: Loading Conditions: CM"for Microlam WTL= 1150 plf�-- 1150#-20%=920 PLF Loading Condition: 8 ,(from cover sheet) S ) _ _7 l7 Length of Beam: 6 ft=L ("S"for SPF#2) WLL= 290 plf ti�//<<.� J% Beam Location: E ("M"for Mate Line ) Defl(IL) . ("E"for Exterior) Max Shear=WL/2 lbs= 3450 lbs Max =L(12)/240 in= 0 4 in �RED Al�Cyl Support Wall Height: 2ft Max Moment=WLs/8 ft-lbs= 5175 ft-lbs Max Defl(LL)=L(12)/360 in= 0.3 in \ C �4� Q •W SPF#2 Adiustment Factors Adjusted SPF#2 Designs Values QJ\,R A<1 r <O� Member Analyzed: SPF#2 Beam PASSES Z r Quantity De th CD(m)= 1.15 Cr(Fb)= 1 Fb= 1006.3 psi f UV"` '' 2 2x 12 in CD(fv)= 1.15 Fr= 155.3 psi N0.952852 y CF(eb)= 1 E= 1,400,000 psi CORNVILLE Required Properties Of Beam Required Posts ?i0 ARIZONA ,co �`2` A= 33.8 in2> A(aeur)— 33_33 in'' 99% " TH OF M pSSP S= 63.3 in'> S(iiQs)= 61.7 in' 97% 2x3's=5 or 2x4's=2 I= 356 in°> huaF.co)= 79_84 in° 22% 1r.usroo)= 30.2 in' 8% or 2x6's=2 WHM Inc.- Revised 2116/2023 SERIAL NO: 22201 Beam Calculations -Truss: HME10404 Main House IX l icrolam Design Values SPF#2 Design Values Formulas used in Calculations Fh= 2925 psi Fb= p 875 psi A=(b)(d) AREQD=Max Shear/F,.' [REQ.(TL)=ATLp 875xwrr8LP/E F,= 285 psi F,— 135 psi S=(b)(d)2/6 SaeQ•o=12(W)2/8(F0 11Em,(LL) ArL1i875XwTrXL)',E F= 2,000.000 psi E 1,400,000 psi I=(b)(d)3/12 Beam#10: Location:Max Loads(at]Mudroom Entry Header ROOF/.ATTIC Walk-up Attic:1'E$ Loading Parameters: Beam Ts oe: LoadinConditions: Loading Condition: 8 (from cover sheet) S ("M"for Microlam) WTL= plf 2300#-20%=1840 PIE Length of Beam: 3 ft=L ("S"for SPF#2) WLL= plf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 3450 lbs Max Defl(IL)=L(12)/240 in= 0.2 in Support Wall Height: 2 ft Max Moment=WL2/8 ft-Ibs= 2588 ft-lbs Max Defl(LL)=L(12)/360 in= 0.15 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adiustment Factors Adiusted SPF#2 Designs Values Quantity Depth CD(@)= 1.15 Cr(Fb)= 1 Fb= 1006.3 psi 2 (a�2x 12 in CD(fv)= 1_15 Fv= 155.3 psi CF(Fb)= 1 E= 1,400,000 psi Required Properties Of Beam Required Posts A= 33.8 in2> A(srQ•n,= 33.33 in' 99% S= 63.3 in'> S(arQS1= 30.9 in' 49% 2x3's=5 I= 356 in°> ITuarQri)= .96 in' 6% or 2x4's=2 ILL(arQo)= 3.78 in' 1% or 2x6's=2 cof:...g.,-• APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA 7 �7L= ? \�,cEFtED A/ZC,'y/ �4G p\\-11 INgZ), TKO Q •p NO.952852 4 CORNVILLE co -5-0 ARIZONA Jce �'144/OFMPS '' WHM Inc: Revised 2/16/2023 Header#1: Location:Master Bedroom Window Header Formulas used in Header Calculations S=(b)(d)2/6 SREQD=12PL2/4(Fb) I=(b)(d)3/12 IREQD(TL)=1080PL2/E Header Type: Length of Header: 2_5 ft M ("M"for Microlam) CD((v)= 1 Member Analyzed: Vlircolam Beam ("S"for SPF#2) CD(tb)= 1 Cr(Fb)= 1 Quantity Depth CF(Fb)= 1 2 @ l-1/2x 9.25 in Properties Of Header Required Properties Of Header Adjusted Microlam Design Values A= 27.8 A(REQ'D)= 0 in2 PASSES Fv= 285 psi Fb= 2925 psi S= 42.8 in'> S(ReQv)= 24 4 in3 PASSES E= 2,000,000 psi s I= 197.9 in'> IT4RFQT= 33_44 in° PASSES Max Moment @ P=Pab/L ft-lbs= 5945 ft-lbs ''II'aI(ft)1.25nn IIII''II _YY pp b(ft)=IIlI 1.25ryry��nn ryry Max Allowable Defl=L(12)/360 in= 0.08 in IIIIIIIIIIAIIIIII1IIII1IIIIIIIIIIIIIIHIIINII�IIIIIIIIIIII�IIIIIIIIIIII1IIIIIIII1III1Illlllllllll�ll Deflection @ P= 0.01 in Beam: Max Deflection @ x= 0.01 in PASSES RI= 4756 lbs RZ 4756 where xis: 1.25 ft to the right of RI lbs Required Bearing: 11.2 in2 Note:Bearing Area Requirements established using SPF#3(Fc=425psi) Required Posts for Header(a,: R2= 4756 lbs Compression Bearin Use: 2x3's=6 > 4 } 6 or 2x4's=3 = 3 } 3 or 2x6's=2 = 2 } a cr.9...-` APPROVED 3' DATE 3/30/23 ,cotED ARcy PFS CORPORATION ) J\,R W.442, O� Bloomsburg, PA It QP F,p -` n NO.j ° COR �i� AR2�"4TN 1 WHM Inc.-Revised 2/16/2023 a Cantilever Joist Calculations Job#22201 Assuming:SPF#2 Design Values Adjustment Factors Adjusted Values Joist Properties Fb=875psi Cr= 1.15 Fe= 1106.8 psi A - 13.875 in2 F,=135psi CF= 1.1 F = 135 psi S = 21.4 in3 E=1.4x106 E'= 1400000 psi I = 98.93 in4 Loading: 30 psf Floor Live Load Joist Spacing: 1 2x10's @ 16 o.c. Wn= 53.3 plf Wei,= 40.0 plf Joist Length= 14 ft P= 436 lbs (from Roof)x 16/16" = 502.0 lbs 66#wall load Cantilever=a= 2 ft Truss Spacing: 24 in o.c. added L = 12 ft Check Moments: MMa(=FbxS/12= 1974 ft-lbs CASE I M1=Pa+(Wma/2)= 1111 ft-lbs < 1974 ft-lbs OK _ t _ M2=RX-(WTLx2/2)= 485 ft-lbs < 1974 ft-lbs OK ---.--.,c _ � _a_ When: (t—a) ,t � � r r ; i i i1 _i X=R2/W= 4.26 ft When: x,T/( .6) R, R2=(W(L 2-a2)-2P a)/2L= 227.4 lbs 1 R,-W Tt/2L(L+a2)+P/L(L-a2)= 621.2 lbs Check Shear: yr Shear V1=P+WTta= 608.7 lbs 1 Iv, V2=R2= 227.4 lbs V3=R1-V1= -381.2lbs VMvc=V1-WTLd= 567.6lbs M, F 3V Moment o aeoc:= M M/2A= 61.36 psi < 135 psi OK }N74 r Check Live Load Deflection(By Superposition): Case I: Xt=L/2(1-a2/L2)= 5.83 ft Al = WciX (L`' -2LX2 + LX3 -2a2L2 +2a2X2)= 0.123in 24 EIL 42 = Wa (4a2L - L3 + 6a3 - 4a3 + a3) _ -0.063in 24 El Case II: CASE II z t APaL = 0.010 in _ . a 3 =9'I3EI x 'xti 1� P 1 A4 �EI a 2 (L+a)= 0.058 in 12 'rR Total Deflection Between Supports: T j r• = 1 f", r j __r_ =Al—A3 = 0.113in < (L/36o)= 0.40 in OK Shear ' Total Deflection Cad Cantilver. 4 Moment MMAX = A, ± A, = -0.004 in <(L/360)= 0.133333 in OK i 3 /_7`�,/.2,$ ,otED Ark, (o° vLR•W40' tt` Qez- P �� APPROVED I - 7;/ - C) NO.952852 , DATE 3/30/23 CORNVILLE k �o ARIZONA J4(' PFS CORPORATION FqirH OF MPSSPG Bloomsburg, PA 0 Job Truss Truss Type off Ply Westchester 212 112348 HMA48604 HINGE MONO 1 1 5 HS 12 13'7"EBC UFP Industries Inc., and Rapids,MI 49525,Mike Patten 8.620 e Sep 22 2022 MiTek Industries,Inc.Wed Feb 8 07:57:13 2023 Page 1 of 2 Copyright2023 UFP Industries,Inc.All Rights Reserved 0-8-d 3-3-4 I 9-3-12 16A •- s1- 5 __ 4 aq-2 12 6A . a 5.00 12 11 TsSMH18D QA-2 4x8\\g 2 �' maem lik T 14 ,Z1<' r o1'. 9 Sx5 SOLAR-READY 9 8 SMH18E �� 10 2x3 i i 3x5= 7 TRUSS" -8-8� 3-3-4 4-5-12 4-10-0 b-8-g 12-7-0 Plate Offsets(X,Y)-[1:0-1-14,Edge),[3:0-1-4,0-0-01,[7:0-14,0-1-01,18:0-2-8,0-1-121,[9:0-1-12,0-1-01 - - SPACING-:2-0-0 SPACING-:14-0 SPACING-:1-0-0 CSI. DEFL n (loc) I/deft L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.39 8-9 >408 240 MT20 197/144 (TCLLGround 420) (Ground 635) TCLL 840) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.67 8-9 >234 180 MT18HS 197/144 TCDL Snow=55 15.0 (Ground Snow=82.5) (Ground Snow=110.0) Rep Stress Ina YES WB 0.91 Horz(CT) 0.01 7 n/a n/a BCLL TCDL 20.5 TCDL 30.0 BOLL 0.0 BCLL 0.0* BOLL 0.0 * Code IBC20181TP12014 Matrix-R Weight 64 lb FT=0% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING. TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied. [PI T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 10=949/Mechanical,7=844/0-3-8 (min.0-1-11),6=0/Mechanical Max Horz10=292(LC 12),6-471(L 19) �IIf i' APPROVED Max UpIift10=-345(LC 12),7=471(LC 12) i- Max Gray 10=1076(LC 19),7=1087(LC 19) 3/30/23 FORCES. (lb)-Maximum Compression/Maximum Tension DATE TOP CHORD 1-2=-2957/1214,2-3=-842/179,3-11=-723/124,11-12=-552/128,4-12=-397/134,4-5=-329/131,5-6=-243/139 PFS CORPORATION BOT CHORD 1-10=-345/94,1-9=-1421/2501,8-9=-1421/2501,7-8=-185/294 WEBS 2-9=-265/744,2-8=-2303/1290,4-7=-765/482 Bloomsburg, PA REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(lb-in) 4=765/482/0/0,5=289/136/112/0 NOTES- (14-17) 1)Wind ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph/§24in o.c.;TCDL=3.0psf;BCDL=3.0psf;(Alt.174mph(a316in o.c.;TCDL=4.5psf; BCDL=4.5psf);(Aft.180mph/ 12in o.c.;TCDL=6.0psf;BCDL=6.0psf);h=30ft;Cat.II;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Extenor(2E)0-0-9 to 3-3-4,Interior(1)3-3-4 to 9-8-4,Exterior(2E)9-8-4 to 12-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. E, 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other I f REGISTEREDS W �� loads. 6)All plates are MT20 plates unless otherwise indicated. U ji'ROFESSIONAL A`" '. 7)See HINGE PLATE DETAILS for plate placement. l 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. KEV I Nam._f SIOr r M ` 9)All additional member connections shall be provided by others for forces as indicated. ., '�Y. 10)This fuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ik �t u,T 11)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1lig ,4 J1/j// chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345lb uplift at joint 10 and 471 lb uplift at joint 7. Ry f�� 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ( H M - , i} 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 15)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary suppc `"40.E•�J0 field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The finaldetermination 2/8/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee.es,Inc. 2801 EAST BELTLINE RD,NE ® WARNING -Verify design parameters and READ NOTES PHONE UFP Industries, 6161 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction (En., is the responsibility of the,erector.torag ,Additionalier permanent bracing of erection and bracing,the BCSI structure 06rfrom the Wood Truss Council of Americagner.For and Truss PlatelInsttute Recoance ammenndation available fabrication,quality control,storage,delivery, _---- -- from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support/MitekSupp\templatesWfp.tpe a Job Truss Truss Type Qty Ply Westchester 212 112348 HMA48604 HINGE MONO 1 1 5 HS 12 13'7" EBC P Industries Ina, and Rapids,MI 49525,Mike Patten 8.620 e Sep 22 2022 M7ek Industries,Inc. Wed Feb 8 07:57:13 2023 Page 2 of 2 Copyright V 2023 UFP Industries,Inc.All Rights Reserved 16)This Solar-Ready TrussTM was designed to accommodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 19-02 for further information on the Solar-Ready TrussTM program.For loading condtions that differ from those shown on the truss print,a custom design will be necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. 17)Based on HMA48603-IBC 2018,8-1/2"bottom chord extension,solar ready ,fir,...-- APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 JasupportiMitekSupp1templateslufp.tpe '^' ` (E. UFP INDUSTRIES Job Truss MFG Customer 112348 HMA48604 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. tttttttflit +��tlllr,� !0 - 14F 'it '#`+++yy4t4i NPfllftlej >+ o yl4r)N, iasU�, g w, OF k .� '( �F '' ,Q� �, : A,... ......::✓ '!f fJJ +S,r; .`'0..,•„„j _Eta✓° " G r 2 KEVIN W. s� { KEVIN W. l - 7. .t 'aye Z '� FRMAN _* FR ►tiAAN t = _ No. _ •w a.. a--c cif■ i + fjdj .j�. tC ..5*.tip'>` �.-�4eS ��a("f`' , S csN -' '~_� .06. : tti`� 1• � ` l {''�x,`}S�1'�.�.N. ��a�,..` ��fJNAG�-� ' �ifS��IVAI-��1• �i +'��,� � +ti'+� rr+,rr t +++it+ r f f f I I 1!\ '�l j' 0N.�L '1 k tttaltt%t 'O F N E ```u OuF VEfS� W FR ♦��G �N .E9A`� �r6 � �� f + ++ aue ,0y{ CI `.� � �. 2'r .* =a:x NO.`8024 2 * - r- t '` CrNo. 7445 STRU& ,z_ _,,_ 0,Astis'--.., Z.. ("-N/.-------- 44suri'4111141114'-e4114 - 11--- 144:E.:::.°°7-EN0,-..-- 1.***'.1.-,/ *o. ,} ��h './/NM.t.}ty (: P Cr7Al ` !��/fS �VIM R°�j j6li{�ti+`4` �I ESSIONAL ENGINEER \\\,....„....... ESS3 � (CIVIL) 1 cir...*°* APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA UFP Factory Built 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 ufpi.com 11 Job Truss Truss Type arty ply West Chester 212 101637 HMD21904 HINGE MONO 1 1 5HS-12 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 8.220 s Aug 13 2018 MiTek Industries,Inc.Wed Jun 3 07:50:02 2020 Page 1 of 2 Copyright®2020 UFP Industries, Inc.All Rights Reserved 1-3-12 11-10-0 0-' -0 16 0.1a A 7� 6 t 5 SOLAR-READY 2)22 TRUSS- 5.00' 12 13 • 3x5 \\ 12 0'A 6 0 6.13 CNI 1 411 3 4 t Ln 1 �0 11 SMH18D o - 2 `mod) 0 1 _ ,W1 � SMH18E o Ln B 1 o_ 5x5 -- 10 2x5 3x4 = 9 8 3f 2-8-0 4-4-0 I 4-10-0 1-3-12 11-10-0 Plate Offsets(X,Y)-(2:0-0-4,0-1-101,13:0-1-8,0-1-01,14:0-1-4,0-0-01,(8:0-1-4,0-1-01,19:0-2-13,0-1-111,(10:0-4-0,0-1-01 SPACING-:2-0-0 SPACING.:1-4-0 SPACING.:1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) TCLL 42.3 TCLL 63.5 TCLL 84.7 Plate Grip DOL 1.15 TC 0.96 Vert(LL) 0.20 9 >684 240 MT20 197/144 (Ground Snow=55.0) (Ground Snow=82.5) (Ground Snow=110.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.40 9-10 >348 180 MT18HS 197/144 TCDL 15.0 TCDL 22.5 TCDL 30.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 8 n/a n/a Code IBC2018(iP12014 Matrix-R Weight 561b BCLL 0.0* BCLL 0.0* BCLL 0.0+ BCDL 10.0 BCDL 15.0 BCDL 20.0 FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud REACTIONS. (Ib/size) 2=1019/0-3-8,8=723/0-3-8,7=0/Mechanical Max Horz2=306(LC 12),7=-218(LC 19) Max Uplift2=-421(LC 12),8=-422(LC 12) cif'Max Grav2=1163(LC 19),8=949(LC 19) APPROVED FORCES. (Ib)-Maximum Compression/Maximum Tension DATE 3/30/23 TOP CHORD 1-2=0/42,2-11=-1947/597,3-11=-1826/599,3-4=-842/173,4-12=-723/127,12-13=-552/131,5-13=-473/137,5-6=-329/135,6-7=-243/143 BOT CHORD 2-10=-782/1441,9-10=-782/1441,8-9=-184/294 PFS CORPORATION WEBS 3-10=-54/465,3-9=-1197/660,5-8=-765/477 Bloomsburg,PA REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 5=765/477/0/0,6=289/140/112/0 4�ON Et;j�'S. NOTES- 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph©24in o.c.;TCDL=3.opsf;BCDL=3.0psf;(Alt.174mph©16in o.c.;TCDL=4.5psf; �� Ly�1 BCDL=4.5psf);(Alt.180mph t 12in o.c.;TCDL=6.opsf;BCDL=6.0psf);h=30ft;Cat.II;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C (] RLG ?Lt1L0 Q Exterior(2E)-1-2-10 to 1-9-6,Interior(1)1-9-6 to 7-8-5,Exterior(2R)7-8-5 to 11-11.4 zone;C-C for members and forces 8 MWFRS for reactions shown 0 h..ROFESSIONALA 41 t Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. K EV 1N 1,^,.,aFfM AN 4)Unbalanced snow loads have been considered for this design. • 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times fiat roof load of 42.3 psf on overhangs non-concurrent with _-f ` EN IT)! other live loads. 6)All plates are plates unless otherwise indicated \ � '� TJ Q' 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. H S p'�� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this f��iulJ� document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. A WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templateslufp.tpe `" I I • Job Truss Truss Type my ply West Chester 212 101637 HMD21904 HINGE MONO 1 1 5HS-12 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 8.220 s Aug 13 2018 MiTek Industries,Inc.Wed Jun 3 07:50:02 2020 Page 2 of 2 Copyright02020 UFP Industries,Inc.All Rights Reserved 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 421 lb uplift at joint 2 and 422 lb uplift at joint 8. 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIfiPI 1. 14)This truss is designed in accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/rPI 1 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 16)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 17)This Solar-Ready Truss'"was designed to accomodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 19-02 for further information on the Solar-Ready Truss"'program.For loading condtions that differ from those shown on the truss print,a custom design will be necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. 18)Revision of HMD21903;increased wind,added solar load. • 1 • gl,..C9.-""' APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA Theigned the truss erenced within this document,not necessarily the current state building code.Teal indicates that a licensed he eessional engineering sea isr has not an approval to use under a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. UFP Industries,Inc. 2801 EAST BELTLINE RD,NE ® WARNING -Verify design parameters and READ NOTESPHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building '- designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure the Wood Truss Council building America and Truss nerallguidan nnda responsibility of theguidance reg tion available regarding y m fabrication,quality control,storage,delivery,erection and bracing,consult BC SI 1-06 from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\supporhMdekSupp\templates\ufp.tpe H l ii t♦ UFP INDUSTRIES Job Truss MFG Customer 101637 HMD21904 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. `,,pallto•weft+fit+s` I t i t l l SEW i-44, 4. c;. KEVIN W. �c _ / KEVIN W t o ,`4,•.„--- ._.WA y *{" , 1 ,, S '*Ii FR MAN 5= _ t ;� KEw✓,lrr W.. L tom' ''� C h� ''� +' tit` *'' O./$� : , = ,�' s S! . t1AtA lit ' NAt. � pNA; X'' ri It f t � 'C0 F N Y ► a luu% V NF {' `'`. - O .if « .. '' •s%: \* . 4:bf ` , W_ Fik. .51 KEVIN W FREEMAN `�• G • Rjyr`'FRj.� : co `r , , .\ ' S. A.. .*: tF41...e'•'Lt c i Y* 7445 �} tt. ��q !� \..'� Y' , ' ... • G. lo`. >tNg t r11. `' Any \. •ROFESSIONAL ENGINEER '1--toniZIONA...0••*`S 1.1 i a r r t��r` QFES t D CIVIL} 4Z.g... .- APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616)364-6161 Fax(616)365-0060 ufpi.com Job truss Truss Type Qty Ply West Chester 212 101637 HME10404 HINGE MONO 1 1 5 HS 13'7 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 8.220 e Aug 13 2018 MiTek Industries,Inc. Wed Jun 3 06:33:42 2020 Page 1 of 2 Copyright02020 UFP Industries,Inc.All Rights Reserved 2-6-4 10-10-12 6,..a N 6A 1- -0 6 71<l>1\ 1z 4 5 I°'-- SOLAR-READY g-1(\ 11 TRUSS" 5.00 112 1$ CD n3"4: 3x8\\ lb 2 3 of. a `lk. SMH18D ►� N rni 1 w W1n� SMH18E ii _mil B1 7 3.5x5 = 9 2x611 3x4_ 8 12 2-6-4 6-0-12 4-10-0 13-5-0 Plate Offsets(X,Y)—(2:0-4-0,0-1-01,13:0-1-4,0-0-01,[7:0-1-4,0-1-01,[8:0-4-9,0-1-101,[9:0-4-4,0-1-01 SPACING-:2-0-0 SPACING-:1-4-0 SPACING-:1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.41 8-9 >384 240 MT20 197/144 TCLL 42.30) (Ground 63.5 TCLL 840) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.72 8-9 >220 180 MT18HS 197/144 (Ground Snow=55.0) (Ground Snow=82.5) (Ground Snow=110 30.0 Rep Stress Ina YES WB 0.74 Horz(CT) 0.01 7 n/a n/a Weight:62 lb TCDL 10.0 TCDL 20.5 TCDL Code IBC2018/TP12014 Matrix-R BCLL 0.0 BCLL 0.0 ' BCLL 0.0* FT=0% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc puffins. [Pl T2:2x6 SPF 2100F 1.8E,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. BOT CHORD 2x6 SPF 2100F 1.8E WEBS 1 Row at midpt 2-8 WEBS 2x4 SPF Stud REACTIONS. (lb/size) 1=959/0-3-8,7=840/Mechanical,6=-0/Mechanical /�F' APPROVED Max Horz 1=343(LC 9),6=-218(LC 14) �/ 3 PRO Max Uplift1=-375(LC 9),7=-489(LC 9) DATE 30/23 MaxGrav1=1089(LC 14),7=1080(LC 14) PFSD CORPORATION FORCES. (lb)-Maximum Compression/Maximum Tension Bloomsburg,CORPO PA TOP CHORD 1-2=-2273/872,2-3=-919/181,3-10=-786/119,10-11=-602/128,4-11=-396/129,4-5=-343/126,5-6=-242/135 BOT CHORD 1-9=-1125/1744,8-9=-1125/1744,8-12=-211/341,7-12=-211/341 WEBS 2-9=-52/602,2-8=-1508/935,4-7=-888/551 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 4=888/551/0/0,5=289/132/112/0 NOTES- (13-16)CE7- 'S 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph(r�24in o.c.;TCDL=3.Opsf;BCDL=3.Opsf;(Alt.174mph�16in o.c.;TCDL=4.Spsf; BCDL=4.5psf);(Alt.180mph©12in o.c.;TCDL=6.0psf;BCDL=6.0psf);h=30ft;Cat.II;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C REGiSTERED 0 , Exterior(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-6-4,EMerior(2E)10-6-4 to 13-6-4 zone;C-C for members and forces&MWFRS for reactions sho• (J ROFESSIONAL '�'_ Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered,Ce=1.0,Cs=1.00;Ct=1.10 Kl=vl N �r� A Iti 3)Roof design snow load has been reduced to account for slope. W 4)Unbalanced snow loads have been considered for this design. llialk EN 5)All plates are MT20 plates unless otherwise indicated. - 6)See HINGE PLATE DETAILS for plate placement. - ,✓ I ( r i. ti��1T 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. t 8)All additional member connections shall be provided by others for forces as indicated. if NO,9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "litili,S V.I fayNil + The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 6'9/2G_0 2801 EAST BELTLINE RD,NE UFP Industries Inc. ® WARNING -Verify design parameters and READ NOTESPHONE(616)-364616,1 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction .gi OF is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,er I 3ion and719tsupp rn bracing, cons upp tSI 1-06 from the.the Wood Truss Council of America and Truss Plate Institute Recommendation available tes from WTCA,6300 Enterprise LN,Madison, 3 c Job Truss __.. Truss Type lZty Ply 101637 HME10404 HINGE MONO 1 1 5 HSt Chester 212 5 13'7 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan _ - _- 8.220 e Aug 13 2018 MiTek Industries,Inc.Wed Jun 3 06:33:42 2020 Page 2 of 2 Copyright®2020 UFP Industries, Inc.All Rights Reserved 10).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 1 and 489 lb uplift at joint 7. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss is designed in accordance with the 20151BC Sec 2306.1 and referenced standard ANSI/TPI1 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 15)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 16)This Solar-Ready TrussTM was designed to accomodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 19-02 for further information on the Solar-Ready Truss'%,program.For loading condtions that differ from those shown on the truss print,a custom design will be necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. 17)Revision of HME10401;updated code. c..lc:5.-• APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For • fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss9 general guidance regarding from WTCA,6300 Enterprise LN,Madison, Council of America and Truss WI 53719 Plate Institute Recommendation available pportlMitekSuppltemplateslufp.tpe (11 UFP INDUSTRIES Job Truss MFG Customer 101637 HME10404 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 001111p11 titt^ai*4, .%4O 4iV ..fl e S €F `5.` fOF4,II r1t`` . , / / NEW 44P •*� i▪ `� :,f r 0 KEVIN W. �'c. KFViN W. z KEV,JJN 4a'` , If n: P: 4S Z Z _ II FREEMAN - Z * FR FMAN * = co , F E bra % e�+}t' Y•.w=.yyam •• J • it$Tf i� le'`" #. ' NS 'V� t. ` - `'IONAV- �� 'S• . ►Y •Y IflNAI E III ,C)NAt_ oN. �`tt fitNi4ioot►+° !fIIIi1►► it11111 `.►►► \I 1 /III' �� ( , ,ttttttttliiiiiirtttt13,t'ts t� OF o` tit 1 If •, r i A.�� 1 ERA KEVIN IV FREEMAN .f,t�.•• .. ''r. 4�; •S Fq ,off.,, R� '� rk�44. Ga may`* 4iy `� a1. 'i•-`' .. * 3e #, >ti s#:x NfY.8024 Z.•f ill Cl, - r- No. 744 ai y STF1tJG I ? y M y 'f $' x T (�[(� ..Oto G ` f S l-Nrt f.a,�'t ►,� N. • 'ROFESSIONAL ENGINEER +rrtiimitit+► `'I ��{�,\;\t ►‘�: ©fiFSS1C)N'�� (CIVIL) I Ilfltit►►� .40V..*' APPROVED DATE 3/30/23 PFS CORPORATION Bloomsburg, PA Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616)364-6161 Fax(616)365-0060 ufpi.com