Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD-19-002865
ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department o "y • ' • 1146 Route 28, South Yarmouth,MA 02664-4492s' 508-398-2231 ext. 1261 Fax 508-398-0836 at ' Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number5!Date Applied • . c Building Official(Print Name) Signature. Date SECTION 1:SI it INFORMATION 1.1_Property Address: 1.2 As;e;son Map&Parcel Numbs —.is). SUN ter DK. Z Z-- 1.1a Is this an accepted street?yes& no Map Number Parcel Number 1.3 Zoning Information: 1.4 Ploper y Dimensions: Zoning District Proposed Use Lot Ar�e3(sqSft) U Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards - Rear Yard Required Provided Required Provided Required Provided 39 27,7-` /.0 ,t14. _07e) /qh3 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public CI Private❑ Zone: _ Outside Flood Zone? 'Municipal❑ On site disposal system C Check if yes❑ SECTION 2: PROPERTY OWNERSHIP! 2.1 Owner'of• -cord: Name - '.t) 41 City,State DE -0 ? S0 VIE(21--- OP No.®d Street Telephone Email Address SECTION 3:.DESCRIPTIQN OF PROPOSED}WORICC(check all that apply) '' New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ (Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief Description of Proposed Work'-: V :. • -' at V E D i 1 --7 9f\ 4 Lk) lc i i (-,FC 05 2018 SECTION;4i ESTIMATED CONSTRUCTION COSTS. I Item Estimatzd Costs: A tt (Labor and Materials) , Official Use Only 1 -.-- 1.Building $/e2) c3 0 -- :1.Building PetmitFee:$G;1 O.. Indicate hew feeis determined: 2.Electrical $ /Q --- *Standard City/Town Appli'catiori ped ti. :: . _'..'.••:; .` •:';i add • ❑TotalProjectCost3 tem6 x tiltipher x :' A 3.Plumbing $ I s, cl0 c �-2. Other.Fees: $ '� 4.Mechanical (HVAC) $ aro e� G _r 5.Mechanical (Fire $ Suppression) Total All Fees:$: �,�ea NO- Che Amouiit C'ashAmouhtS7s ' 6.Total Project Cost: $ /c1(.0 (j/I(— ❑PaidisFu— .. litOutstanaii.a .cede.. C; y / R 1 OV 07201: 13UI GTCEPA• MENT • ;a • 4. • SECPION 5:.:CONST UC1TON SERVICES' .-* +:, .w.m.•_. -;'� 5.1 Co4ftrectlon Supervisor Licenns/e'(CSL) ) /_5(231/ 42_6 . it%(�'Lu- Nameo J 51-te-F'FWC license NumberExpirationF�nation Date . • (4 (�G�I��C. ":,.7)4r List CSLTYPo(see below) x` No.aadeec e .. T ,. . t U - Unrestricted(Buildings up to 35,000 cu ft) r.✓ {//"v� Cd4 .4%�#u Vl ! 44. -6_,GIS R Restricted l@2 Family Dwelling )".1b I"'" . , + j« RC - Roofing Covering . _ , WS Window and Siding • ,.: . . «.i.. I-,-,. e- �i . " , , SF Solid FueiBurning Appbances __ Jf1 , I7 Z. (..2W✓6cc boil Tel .hone- ' "0 f Demadon . .Final eddreu c.�.e1• D Demolition 52 Registered Home Improvement Contratdor?ffiC) '.r ) ""'y"t" :�-4,..; f4 „ 1. ,. kt (.11-C tZSiz�, c�-i�- at( }UC .,. .y%yew t C Name RIC Registration Number` Expiration Date i / Lail( r • l $ {�U�(c ' ill, ALdi ---. , . 62. rs. J`aquE3N7.. . address .A ti City own.Staff,ZIP ;, Telephone . , SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G'e.152.§25C(6)) Wodceis Compensation Insurance affidavit must be completed and submitted with this application_ Fare to provide - this edavit will result b the denial of the Issuance of the building permit ' Sig<:ed Affidavit Attached? Yes......... No...,..,._0 ` . ,'h�'-.-' ..;.. _ SECTION 7a:OWNn(At71HORTGATIONTOBECOMPLETED WHEN : OWNER'S AGENT ORCONTRACTOR APPLIFSFOR BU1IIALNGPERMIT- . I,asOwner*film mbiectpropecy,hereby Radiance -EC`` 0.7rb�e "... -� to aa'pu my behalf in all masers relative to work authorized by this banding permit application. ' N i t o wv Sts t 'w� 2 1& Yv :. ., Owner's Nemo(Elahenic -;• l( ""' ..�.y Srgnamre) .,�,_: � . Dae t _, SECTION 7b:OWNER`OR AUTHORIZED AGENT DECLARATION i . By entering my name below,I hereby test miler the bat off my Imowleperjury and mien of the information :... contained , ., .,,o painsy� dmr ... r ofthatal� L / j/�, ' "'. .. .mss '••-ai o.,..: Agmfa Name(£lecnonic Sigoaure) _ ` C� Dae . ,. - N01E5: - .. s ' 1. An Owner who obtains a building pewit to do hislha own work,or an owns who hires an unregistered conwactor s • '' (notregisteredintheRome Improvement Contractor(RIC)Pmgam),will have actesstothe arbittaq� "1. - -' program or goanoty find under M.0.L.c.1424 Other important information on the Inc Program can be found at • ' - www,mass.wv/oca Information on the Construction Supervisor License can be found at www,mass.i ov/dat' ; ;i 2. When SUbS[�na1�rm1L1apJj,pmvtdelhemformshonbeloW wa .,. ... Total ata(sq-k) -s :'4 (intifinished _ lading garage, basementlattks`deekda;pack) Ottw garea(s4•It) habitableroomcotmt .' 4 Nmnberof faeplaees Ntmmber ofbedrooms NombtrAfbathreom5< Type of heating symm thnmbei of lacks/porches ~ T'ypeofcoolingsystem Enclosed`> Open n; 3 "roal Project Sqane Footage"ms'be subetitated fr"total Prc4ect Coat ` 1 c' +", i.,.h.v..'''t,4:s.1;-111' , . .. ,,,, w.a«w,..:-4‘Tha :utas., .«..::; ..c..:.:L...w ,4uxf .M,».w,.e.a.:aziw,.ah...,.w..-....w.w-.,.ems., u rt.Gunn Vf A4u.3 sarwaeLLs . i .Ikl 4t Department oflndustrialAccidents ,, = .a Z . I Congress Street,Suite 100 • �_ • Boston, MA 02114-2017 \Yorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Lela(S %S eJ h' 4 trent eg - z-/- c- Address: / ni _#_e_ nm T'A . . City/State/Zip: jJ5,(41/14.L. , Phone #: Cos Z,L11 b Are you an employer?Check the appropriate box: - Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. 0 New construction ?❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] $• Remodeling 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition d.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10uild ng addition ensure that all contractors either have workers'compensation insurance or am sole 11.0 Electrical repairs or additions proprietors with no employees. 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 12.0 Plumbing repairs or additions. These sub-contractors have employees and have workers'comp.insurance.] 13.❑Roof repairs We am a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§1(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. :Contractors that check this box must atached 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 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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. 1 do hereby cent), and r az and penalties of perjury that the information provided above is true and correct Signature Date: //-6-18 Phone#: 50 rid Tux-% (07 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: °-i YAC TOWN OF YARMOUTH • �-1 .v- hBUILDING DEPARTMENT ww,<<-t• 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 • HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: • JOB LOCATION: NAME STREET ADDRESS SEe1.1ON OF TOWN "HOMEOWNER" NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS • CITY OR TOWN STATE ZIP CODE The current exemption for 'Homeowner' was extended to include owner—occupiedd6rellines of one or two units and to allow such homeowners to engage an individual for hire who does not pos 4s a license,provided that such • homeowner shall act as supervisor. (State Building Code Section 110 R5.1 i Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or inten s to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not bKconsidered a homeowner,such"homeowner"shall submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all such work performed unta_ie building .ermit. (Secfr6n 110 R5.1.3.1) The undersigned 'ho iseowner' assumes res.., 'bility for compliance with the State Building Code and other applicable codes,by- .ws,rules and regulaUi.ns. The undersigned 'ho'torquer' certifi6s that he / she unde a Town of Yarmouth Building Department minimum inspection groce and requirements and that he / she w omply with said procedures and requirements.. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked vesplease indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. • Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp • ag Y TOWN OF YARMOUTH • }j 4-1 0 BUILDING DEPARTMENT }� t."s y 1146 Route 28,South Yarmouth,MA 02664 er�" 508-398-2231 ext.1261 Fax 508-398-0836 • BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 302, 7)".„, Work Address Is to be disposed of at the following location: ),/�1..1 .3M_d Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signa re ofYApplication Date Permit No. • f ov=Ytr TOWN OF YARMOUTH e = e HEALTH DEPARTMENT ^•`t PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: C V�S -t om Building Site Location: 52 CUcf' I) d2- vzoJ yAityviaJ e, We—to ah 4 Proposed Improvement: „eS • do OA P CA.v\ -rd.&et, Cfoc Alai S tffi:c . (3CIv-oovJ Applicant: 4d- 5/ ret4)✓d /-r Tel. No.: _5'681 at13 b C 6 Address: y Her-,T4 1 GC c c Ye, IN i yjt L 4vf Date Filed: c(-1&-18 •*Ifyou would like e-mail notification of sign off please provide e-mail address: Owner Name: ��m 674 y SCC It4A& Owner Address: 3A 5[ i vi Scfi 10. (e. Owner Tel. No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: "Dal e DATE: �c-7��' PLEASE NOTE COMMENTS/CONDITIONS: f e c!r�o a NC�e coo ; Kq F- 4 vrrn. -� a —' i -"It- . TOWN OF YARMOUTH og.Y4:024. • tA o WATER DEPARTMENT � `�, $ 99 Buck Island Road ,�" 1Eg. • West Yarmouth, MA 02673 ;,; .,::. Telephone: (508) 771-7921 • Fax: (508) 771-7998 BUILDING PERMIT APPLICATION • DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location 3 2 Soy.SeC -DR. M'#: Lot #: Proposed Improvement: 4V�jZITs oun Applicant: 1 a✓ 4. Address 6 jevet..1_ -� Tel. #: So& ggz2Z/3G L Date Filed: 1-" 1/3 RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location ' Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, /� Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... Signature of applicant Date - PLEASE NOTE: COMMENTS: Rewe -d by: Water Drvisio I Date a %SP • t - V' 2e elniuronraetl/A albiliaJJOc4rrada. Vminuunwemui VI rvbbDacnuseus ®f Division of Professional Licensure Office of Consumer Affairs&Business Regulation Ff Board of Building Regulations and Standards Rir to HOME IMPROVEMENT CONTRACTOR \ TYPE:LLC ConstuCtilSri%Upervisor rf— jtegistration Aspiration '1 + / a. IF-- _i�75126r 04/24/2019 CS-046420 r1;,�,+li H�ires: 11/14/2020 � i LEWIS BAY MA�G EV..1,2, i- 114-Lir { 4Y' G // f 57't ` �+�� EDWARD TS7'AFF0Rp .t G.{ * s ,i i 4 r r' 64 HERITAGE RIVE J `� F ..a, EDWARD STAFFORO"!Ii �'% \?J"19+�--- W YARMOUTH MA 026734 l``" , 64 HERITAGE DR "+p 5 (� __- /> U t,V W.YARMOUTH,MA`02673 ,` ItiS'I:1 ,' Undersecretar' Commissioner I. sY: t r 1 ` a j • Bk 31364 Ps13 030832 • 06-26-2018 A 09 : 55a. t c. - . `5TOWN OF YARMOUTH * p- yBOARD OF APPEALS I:";N�:._" _ ;•_ �• .yam DECISION • • FILED WITH TOWN CLERK: May 18,2018 PETITION NO: N4743 • • HEARING BATE: May 10,2018 . PETITIONER: Timothy P. Scanlan and Patricia A. Scanlan PROPERTY: 32 Sunset Drive,South Yarmouth,MA Map & lot#:0042.92; Zoning District: RS-40 Book/Page: 28903/321 MEMBERS PRESENT AND VOTING: Steven DeYoung,Chairman,Sean Igoe,Dick Martin, Thomas Nickinello,Gerald Garnick and Tom Baron(nonvoting)Alternate. Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Register,the hearing opened and held on tho date stated above. • The Petitioners are Timothy P. Scanlan and Patricia A. Scanlan owners of property located at 32 Sunset Drive, South Yarmouth, MA, property located in an RS-40 Zoning District. The applicant is seeking either a Special Permit or a Variance for dimensional relief in anticipation of the construction of an addition at the property. The Petitioners were well represented by Architect, Theodore P. Streibert. The property is located on a corner lot..If granted,the proposed addition would be no closer than . 19.2 feet from the portion of the building that faces Elm Lane. The easterly sideline setback, which encroaches into the dimensional requirements,would be no closer than 3.8 feet,the current distance. The front of the home facing Sunset Drive would be no closer than the existing 25.4 feet, the addition,if permitted,would extend the existing screen porch to create a 4 season room. The addition would add a 2nd floor with the resulting structure consisting of 3 bedrooms, a 4 season room,and a 2nd floor addition for a study and the new third bedroom. No one appeared in opposition to the petition and no exhibits were received during the hearing. The Board felt that the addition as proposed by the Petitioners should be the subject of a Special Permit, that relief, if granted, would not result in any undue hazard, nuisance nor congestion to the existing neighborhood or town nor be of any substantial detriment to the present or future 1 . • character of the neighborhood or town. Accordingly, a Motion was made by Mr. Igoe, seconded by Mr. Martin to grant the relief requested by the Petitioners on the condition that they obtain Board of Health approval for this septic system. On this Motion with the stated conditions, the Board voted unanimously in favor and the Special Permit was therefore granted. The alternative request for a variance was withdrawn,without prejudice to the Petitioners. • No permit shall issue until 20 days from the filing of this decision with the Town Clerk This decision must be recorded at the Registry of Deeds and a copy forwarded to the Board of Appeals. Appeals from this decision shalt be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk Unless otherwise provided herein,the Special Permit shalt lapse if a substantial use thereof has not begun within 24 months.(See bylaw,MGL c40A §9) • Steven DeYoung,Orman • • • • 2 • • . at sYaR COMMONWEALTH OF MASSACHUSETTS �... er*ae TOWN OF YARMOUTH 3 a._ BOARD OF APPEALS CCu ♦ t 4171 C Mil Appeal#4743 Date: June 8,2018 • ^"+ Certificate of Granting of a Special Permit ' (General Laws Chapter 40A, section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Timothy P.Scanlan and Patricia A.Scanlan 245 Toby Hill Road Westbrook,Ct 06498 Affecting the rights of the owner with respect to land or buildings at: 32 Sunset Drive, South Yarmouth, MA Zoning District: RS-40; Map & Lott!: 0042.92; Book/Page: 28903/321 and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision,and of all plans referred to in the decision,have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph)and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing . the certification of the Town Clerk that twenty(20) days have elapsed after the decision has been . filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed,that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. tea..._ Steven DeYoung, airman --S tREScheck Software Version 4.6.4 cid Compliance Certificate Project Energy Code: 2015 IECC Location: Yarmouth, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent Designer/Contractor. 32 Sunset Drive Lewis Bay Management LLC Yarmouth,MA 02664 64 HERITAGE DRIVE West Yarmouth,MA 02673 508-992-1362 lewisbaybuilders@gmail.com Compliance:Passes using UA trade-oNrt ' " " " Compliance: 2.8%Batter Than Coda Maximum UA: 195 Your UA: 190 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. R DOES NOT provide an estimate of enemy use or cost relative to a mMlmum-code home. Envelope Assemblies ' Gross Area Assembly or - Cavity Cont. U-Factor UA Perimeter. . R-Value R-Value Ceiling 1:Flat Ceiling or Scissor Truss 1,375 49.0 Wall 1:Wood Frame,16•o.c. . .985 - 21.0 . 0.0 P 0.057 44 Window 1:Metal F'reme:Double Pane with Low-E 110 0.300 33 Door 1:Solid 63 0.300 19 Door 2:Glass 42 0.300 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,375 30.0 0.0 0.033 45 Compliance Statement The proposed building design described here is consistent with the bullding plans,specifications,and other�^ calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Version 4.6.4 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signature Date I. Project Title: . Report date: '11/01/18 IData filename: Untitled.rck Page 1 of 9 ge42015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 7..S Beam 2016.7.0.11 10-30-18 anBeamEngme 2016.7.02 dao:rials Database 1555 9:41am loft Member Data • Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename:Gary Mott- Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 13' 0.00" 6' 0.00" 30 12 Live second floor Replacement Uniform (PLF) Top 0' 0.00" 9' 0.00" 0 80 Uve ext.wall Replacement Uniform (PSF) Top 0' 0.00" 9' 0.00" 12' 6.00" 30 15 Snow upper roof Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 7' 6.00" 10 10 Uve 2nd Poor ceiling Replacement Uniform(PSF) Top 0' 0.00" 13' 0.00" 4' 0.00" 10 10 Live 1st floor ceiling Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 4' 0.00" 30 15 Snow lower roof 13 0 0 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" N/A • 6399# -- 2 13' 0.000" Wall Steel 5.500" N/A 4285# -- Maximum Load Case Reactions Used for applying point loads for line loads)to canying member* Live Snow Dead 1764# 2762# 3004# 2 1573# 1502# 1979# Design spans 12' 2.750" Product: W 10 x 12 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 3.960" Actual Depth 9.87"" Web Thickness 0.190" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 18.27k# 27.25'k# 67% 5.89' Total Load D+0.75(L+S) Shear 6.40k# 37,51k# 17% 0' Total Load D+0.75(L+S) LL Deflection 0.1639" 0.4076" L1895 6.5' Total Load 0.75(L+S) TL Deflection 0.3081" 0.6115" - L/476 6.5' Total Load D+0.75(L+S) Ceram!: Positive Moment • An product na esare Oedemata.of emirepecive mess Andy Hall Copyright(0)2016 by Simon SWp mTe Company Inc.ALL RIGHTS RESERVED. Falmouth Lumber 'Paging ledenned uwhen the member.Iloorloii,beam or MSc mown on wsdraw,g nets applicable deign criteria tor tom*Loading Canaan*sod Spangled on Oils sheet The 670 Teaticket Highway lasIgn Met be miewsd by•guiifed designer ordeign prolegimW asrequlmf for approval.Teadesign amines product Installation according to tie mumufactwar'specifcaUona Fast Pal mini lth.MA 112S4R II seam 2016.7.0.11 Gary Mott-Scanlan 10-30-18 meeamFnghe2Ot6.02 Scanlan 8.57am datria1s Database 1555. loft Member Data Description: Member Type: Beam Application: Floor . Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Gary Mott- - OtherLoads type Tub. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 20' 0.00" 5' 5.00" 10 10 Uve partial ceiling Replacement Uniform(PSF) Top 12' 0.00" 20' 0.00" - 6' 0.00" 30 12 - Uve second floc Replacement Uniform(PLF) Top 12' 0.00" 20' 0.00" 0 80 Live exterior wall Point(LBS) Top 12' 0.00" 180 90 Live 45 degree roof point load Replacement Uniform(PSF) Top 12' 0.00" 20' 0.00" 11' 0.00" 10 10 live 2nd fl.ceiling Replacement Uniform(PSF) Top 12' 0.00" 20' 0.00" 11' 0.00" 15 30 • Snow 2nd fl.roof Point(LBS) ' Top 12' 0.00" 540 1388 Live point load from beam @12-0' Replacement Uniform(PSF) Top 12' 0.00" 20' 0.00" 5' 6.00" 15 30 Snow lower roof I I 2000 O 0 / , 2000 Bearings and Reactions input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall - Steel 5.500" N/A 3780# — 2 20' 0.000" Wall Steel 2.750" N/A 9577# -- Maximum Load Case Reactions Used for applying point loade(arline loads)to carrying member Live Snow Dead 1 12764, 3914 250441 2 27734 15504 6339t Design spans 19' 5.500" Product: W 10 x 19 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. ` Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual Depth 1024" Web Thickness 0.250" • Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 35.96'k# 51.701c# 69% 12.06' Total Load D+0.75(L+S) Shear 9.58k# 51.20k# 18% 20' Total Load D+0.75(L+S) LL Deflection 0.2591' 0.6486" L/901 11.09' Total Load 0.75(L+S) TL Deflection 0.7840" 0.9729" L/297 11.09' Total Load D+0.75(L+S) Control: TL Deflection • 1111 product nameeam Vademaksof the! respective Amer Andy Hall • Falmouth Lumber Copyright(C)20115 by Simpson Sung-Tia Company Ins.ALL RIGHTS RESERVED. 670 Teat cket Highway "Poing ledefined Buxton Me member.aoorloit beam or glides Mrm on the Omen meets applicable deign cdte/lalor Loads Loading Conditions.and Soon*fitted on Mit Sleet.Tie 9 y leapt must be wowed by•qualified designer or design poleelag as required for'wove!.The design aa,mee product ingaliaton according to the mendactntesioecMcadona Fast Falmni lth.MA(12S95 211-U K I t iiiM MEMBER REPORT PASSED Scanlan,Basement girt under family room 3 piece(s)13/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 11' 7" o 4 nn n r <ar il kKtYr"k"f r4$ -7",',7r,--7-;4 n • 4 . riv.k1 3-W71' t t,yFmix p, .Aq:, 7� _'t ' y-y;F „eta. ; 11' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. beitgn Results,'.;. ,,, `;-• �. -:Actual Location,.v <s:^-A1iow`ed Resuib, "., LOBS,t comeination(vattem) =';4*' System•Floor Member Reaction(lbs) 3126 @ 11'5' 7B09(3.50") Passed(40%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) _ 2475©10'6 1/4" 9227 Passed(27%) 1.00 1.0 D+1.0 L(MI Spans) Building the.Reside - Building Code:IBC 2015015 Moment(Ft-lbs) _ 7848 @ 6'3/8" 16806 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASP Live Load Defl.(in) 0.206 @ 5'10 1/8" 0.375 Passed(1/654) — 1.0 D+1.0 L(All Spans) Total Load Defl.(In) 0.276 @ 5'10 1/8" 0.563 Passed(L/489) — 1.0 D+1.0 L(All Spans) •Deflection criteria:L1 0-/360)and TL(L/240). •Top Edge Bradng(Lu):Top compression edge must be braced at 11'7'o/c unless detailed otherwise. . •Bottom Edge Bradng(Lu):Bottom compression edge mist be braced at 11'7'o/c unless detailed otherwise. - - Bearing Length .)`v44Loads to hits(lbs} f3"1,:,'"'"7""' Supports.. . ,.. vv Total„ Available Required xDom, FioorLive Total Accessoriesj. •Pocket In masonry-concrete 3.50' 3.50' 1.50' 665 1944 2609 None 2-Ledger on masonry-SPF 3.50' 3.50' 1.50' 785 2342 3127 Blocking •Blocking Panels are assumed to ony no loads applied directly above them and the full load Is applied to the member being designed. s , .. ': t r E t ' it? ` A Dead r Fbor[1ve r r.144, d>vw d , oc- Tnbuta W 0.90) d00) t t L LOadsl ..,.. ".-:,r . ..,iLocabm(Side)y:; r,.!Y.adth (0.90) • (100), Commenti7s...d. 0-Self Weight(PLF) 0 to II'7" N/A 14.2 — 1-Tapered(PSF) 0 to 11'7'(Front) 6'9'to 11'9' 12.0 40.0 First Floor .ay. red ,�., YII yerhaelise�Notes .„c)�r:.. , . .;1 Weyerhaeuser warrants that the sang of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to drcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadimes are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product'heretic and Installation details refer to www.weyerhaeuser.room/woodproduc W documenoiltvary. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator (ajJ SUSTAMABLE FORESTRY INIATNE Weyerhaeuser ForteWEB Software Operator lob Notes Designed: 10/30/2018 3:56:02 PM UTC Andy Nag Falmouth Lumber - ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@falmouthlumber.com File Name:test Pana 1 1 1 FUK I t1121'1,1 MEMBER REPORT PASSED t Scanlan,Flush ben.Kitchen/family 2 plece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 12' Yyii ,,;: a+a's,t or ..y. yS' , 2s 4:j i'k {4 1 h T :e 4,i. 9x``o , 4- . R"x "- q .. �.1 } s.;,' `" e* } .a'1 4a s f . v ff tNlx,a `a sY -F''31 , M+ S' '4 ,,ttf: P ' t { ri}Ale2, i ,asr.....41.,"1,..-r,,,,6 „ w.., w ..s,_b. .,? ;.+• "p< ,, � a } n .i:_ + 9 4k ,+. 3 a' c; ave r S y) ' t s ir 12' II All locations are measured from the outside face of left support(or left cantilever end).Al dimensions are horizontal. -Design`Results ri, ,x 'Ii!II:%toast C'Location. ., ;'w Allowed T. Result' - s l-'lj; ii tbF„ Kiri`!Combtnatla(Patten,)?. _, }: System:Floor Member Reaction(Ibs) 1895 0 T' 3347(2.25") Passed(57%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam tial Shear(lbs) 1587 0 1'3/4" 6151 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use: rac20 Building Code:18C 201515 Moment(Ft-lbs) 5469 0 6' 11204 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Den.(In) 0.087 0 6' 0.292 Passed(L/999+) — 1.0 0+1.0 L(All Spans) Total Load Den.(In) 0.310 0 6' 0.583 Passed(4452) — 1.0 D+1.0 L(All Spans) . •Deflection criteria:U.(1/480)and TL(1240). •Top Edge Bracing(1u):Top compression edge must be braced at 11'11"o/c unless details otherwise. •Bottom Edge Bracing(W):Bottom compression edge must be braced at 11'11"o/c unless detailed otherwise. t 3s'a. ren '"i'V: g. a “ . r' - : ,c t •ii - ;±,, rrra,R} sou ..a r? .Bearing tengM`°. n '. �Loses m suppoi3W.rts Obs)y . '' Supports;,„, _,. .°'';,"71..•.1'!..'7 : ti Total'!" Available; Requiresi ,:Dead." Floor L14 2TOaf,"Accessories ;9- 1•Stud wall-SPF 3.5T 2.25" 1.50" 1388 540 1928 1 1/4'Rim Board 2-Beam•SPF 3.50" 3.50" 1.50" 1389 540 1929 Blocking •Rim Board is assumed to carry all loads applied directly above k,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the NA load Is applied to the member being designed. .=^`L u 4 at a `' r 54, r ` -- Dead TFIwLWe 7-lil'lvir-Illtilt lt.t. Loads Sic LodaOan(side)."•E Tributary Width 4,(0.90) (1.00)A: Comments `-�'" 0-Self Weight(PLF) 11/4"to12' WA 9.4 — 1-Uniform(PSF) 0 to 12'(Front) 6' 10.0 10.0 ceiling 2•uniform(PSF) 0 to 12'(Front) 1' 12.0 30.0 2nd 3•Uniform (PIP) 0 to 1T(Front) N/A 150.0 - Membef iOtM 6 tr: F-«.:is,:tt5....�1.xq i F13nom ri:V7.'ss: "2:t" e w,C n;=`"` r v.`'"..2ir.," _tor:". s.,,. s, ,r.:},.S.Ww. aY.).i. ,, fl":": Flush bm.Kitchen/family VlieyerhaeuserNotes tf.,r <,-;”."„ r ,II Weyerhaeuser warrants that the string of les product will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser eepressly disclaims any other warranties related to the software.Use of this software Is not Intended to dreumvent the need for a design professional as determined by the authority laving jurisdiction.The designer of record,builder Or framer Is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Product manufactured at Weyerhaeuser fadlides are OJN-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 10C-ES under evaluation report ESR-1153 and ESR-1387 and/or tested In accordance with applicable AS T4 standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.conywcodproduct/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator /^��, Y SUSTAINABLE FORESTRY INITIATIVE Weyerbaerw YY ForteWEB Software Operator lob Notes . Designed: 10/29/2018 8:41:44 PM UTC Andy Mall Falmouth Lumber ForteWEB y1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyhefalmam,bmberoom - File Name:test Dano 1 /1 a 1-1.1 K I t rL M MEMBER REPORT PASSED Scanlan,Flush Bm at kitchen,dining 4 plece(s)1 3/4"x 14"2.0E Mtaollam®LVL Overall Length: 17' 6" .0 + 0 17' 6" L7 • All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. • • >r.^° F.2.Actuai oc _, ,-. -- . _ _ N... ,>a stem:Floor Allowed".` Resukr .,,"'';, ,.. �'LDFi Load;.Combinatlorl'(Pattem)_i,",� -, 6Y Member Reaction(lbs) 9573 @ 17 4" 17763(3.50") Passed(54%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam - Building Use:Residential Shear(lbs) 7075 @ 16'1/2" 18620 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 35059 @ 8'113/8" 48517 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:MD Live Load Den.(In) 0.368 @ 8'9 7/8" 0.429 Passed(1/561) — 1.0 D+0.75 L+0.75 S(Ail Spans) Total Load Den.(In) 0.686 @ 8'10" 0.858 Passed(4300) — 1.0 D+0.75 L+0.75 5(All Spans) •Deflection criteria:LI.(1!480)and Ti.(4240). •Top Edge Bradng(Lu):Top compression edge must be braced at 12'7'o/c unless detailed otherwise. •Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 17 6"o/c unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length tr.,'t w. Loads to Supports(tos) :a t + a z� Supports S :� t T Total'.' Available �Regmred" � DeadFloorljr'e (:Snow Accessories'-' .. . , 1-Column•SPF 3.50" 3.50" 1.50" 3348 3720 1709 8777 None 2-Column-SPF 3.50" 3.50" 1.89" 4464 4065 2796 11275 None x g'.' ¢, p cad.:.„rq 7, •. yu t ^r fa p`i lee” Dead 43" t.errliarii;a7snow}.`. 3 h `^.,ce:'r-r4q location(Side)1. . Tributary Width (090) a r 11.00) (115)',11Comments 0-Self Weght(PLF) Oto17'6" N/A 28.6 — — 1-Uniform(PSF) 0 to 17'6"(Front) 12' 12.0 30.0 - 2nd Floor 2-Uniform(PSF) 4'to 17 6"(Front) 11' 10.0 10.0 - 2nd B.ceilings 3-Uniform(PLF) 4'to 17'6"(Front) N/A 80.0 - wall 4-Uniform(P5F) 4'to 176"(Front) 11' 15.0 - 30.0 roof MCRt'&NotSS.°;vr rx:"tf.'74-7.7Y+.`r4 :_ #,w-:nE"'p.w.f 5 3 i,.- -,v /<' mxv++r.aa**..uati «us aa*r r i ?my.x `:.": :;". ...{.',� Flush beam over kitchen bath and mudraom 111/eyefiaeu4er.Natee -�cT,i1:t `"i7a"` 1`;;a Weyerhaeuser wanants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser enpressN disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this aiaation Is compatible with the overall project Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are Wrd-party certified to sustainable foresoy standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.am/woodpmtlucts/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator A@SUSTAINABLE FORESTRY INRIATNE . . Weyerhaeuser Y • ForteWEB Software Operator lob Notes Designed: 10/30/2018 2:06:31 PM UTC Andy Hat Falmouth Lumber ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@faimouthlumber.com File Name:test Pana 1 /1 i� Ps V K I CMEMBER REPORT PASSED • Scanlan,Flush Bm at k tdien,bath 3 piece(s)13/4"x 9 1/4"2.0E Microllam®LVL • Overall Length: 16' 2 3/4" • -,,t ik,^ �Ye 7t/ t ?�r f I p ,; �I�r xt• tr,4t,Y� •, ��. < 1 i� •, .r), i r" 1,/ Sri- tt w*'s' O u 0 O O All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ees ..a .. Design kesult5;?' r ,,. .y:A�ral Location „,;Allowed„ ';, u@ LDF Load . .a, „ W .:Combination'(Pattern) ,�i 'IY"`<"^,tSystem:Floor Member Reaction(lbs) 11677 vID 8'1 3/8" 13322(3.50") Passed(88%) 1.0 D+0.75 L+0.75 5(All Spans) Memberrype:flush Beam Building Use:Residential Shear(lbs) 4258(id 9'3/8" 9227 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) -8351 @ 8'1 3/8" 16806 Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(In) 0.065 cit 3'10 1/4" 0.200 Passed(1/999+) - 1.0 D+0.75 L+0.75 S(Alt Spans) Total Load Del.(In) 0.105 @ 12'61/8" 0.401 Passed(1/912) - 1.0 D+0.75 L+0.75 5(AR Spans) •Deflection criteria:LL(4480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 16'3'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge mist be braced at 16'3'o/c unless detailed otherwise- -ch r • r7.747.;;;Z - )tom`"v c ' .`xe++192^�k •. ,,,mac"mn� _, . .�,;;tleartn9 LengN,+' YLoads to SUPPorts(Ihs Accessories SUppOrts, '.....4;" •..i°, �'�Total�?') 'Ava(la�le" 'Required «`Dead Flooit�ie Snovi,` _�Total ,,, , I -Column-SPF 2.75 2.75 1.50' 1713 1768/-245 1108 428495/-~ None 2-Column-SPF 3.50' 3.50' 3.0T 5519 4906 3304 13729 None 3•Column-SPF 2.75 2.75 1.50' 1713 1768/-245 1108 428495/ None .-r S r,; k -, Dead'.fd FIooF Live 5 5rww: Loads,a„, .Y �' r Location(51de) Tributary W rant (Oslo) s (115)r Comments„.- 0-Self Weight(PLF) 0 to 16'2 3/4' N/A 14.2 - - 1•Uniform(PSF) 0 to 16'2 3/4'(Front) 11' 12.0 30.0 • 2nd Floor 2-Uniform(PSF) 0 to 16'2 3/4"(Front) 16' 10.0 10.0 - ceilings 3•Uniform(PLF) 0 to 16'2 3/4"(Front) N/A 80.0 - - wall 4-Uniform(PSF) 0 to 16'2 3/4"(Front) Il' 15.0 - 30.0 roof Met bWI-.NOteszik" rlil'ttt:3,.,v;< z715T•l"er7-73 q-'c2'tf S^Ft/ r'�" }3 utitta";4T,iila:l t;;Il.' ,, /4::-d+. td.11B`' "'t'if.:l+t,:41t feitedC aro. ,..i, c Flush beam over kitchen,bath and mudroom 1fVfe4rhaeuser Notes vif:,4.d 'd" 7* 'r' Weyerhaeuser warrants that the sing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the Software-Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction-The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Noddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to aistainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.coca/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by FarteWEB Software Operator /� A5SUSTARIABLE FORESTRY INITIATIVE Weyerhaeuser Y ForteWEB Software Operator lob Notes Designed: 10/29/2018 8:38:58 PM UTC ll uct Lumber ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548.6868 andyh@himouthlumber.com File Name:test Panp1 /1 f'U K I t {d17:±f MEMBER REPORT. PASSED Scanlan,Basement girt under seasonal porch 4 piece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 11' 7" ,tt . t n �f s "*�,2f asp r 1 € r% ' ✓ r.+ Xsf e, _4.,Q ) a+• 4.IY - 0 .x�v.hGv�m:.F.'+ASSI.`^ia.5=*W+F..'�-r-�3N?v" iii e..0 .ha., vb *.x ` ♦ v4} i� 0 {,riAy,'Sc 11' 1 mit All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. .. .. .. - .. -. . : Design Results 4 „ ,Actual®Logtion,. ,:Alidvied ',` 'Nesbit. es'Nesbit_,. .._,a F-LDLoan:Domtiinalioh'(PatternS. ..Y�-N�,r*. . System Floor Member Reaction(Ibs) 4187 @ 11'5" 10413(3.50") Passed(40%) 1.0 D+10 L(MI Spans) Member Type:Drop Beam Bonding Use:Residential Shear(Ibs) 3419 @ 1'3/4" 12303 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 11436 @ 5'9 1/2" 22408 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.201 @ 5'9 1/2" 0.375 Passed(0672) — 1.0 D+1.0 L(All Spans) Total Load Deft.(In) 0.303 @ 5'91/2" 0.563 Passed(L/446) — 1.0 D+1.0 L(All Spans) • Deflection criteria:U.(L/360)and TL(4240). •Top Edge Bracing(Lu):Top compression edge must be traced at 11'7'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'T o/c unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced to prevent rotation. • r e i+ : kr s Loads to Supports Obs). (� `" i r ,v;, $UPpOrfS W.� • w'l7otal�1, AvaOab�eidit r a Deadnoo'r,Llve Snow-' ;Total Accessories 1-Pocket In masonry-concrete 3.50" 3.50' 1.50" 1416 2780 15 4211 None 2-Ledger on masonry SPF 3.50" 3.50" 150" 1407 2780 - 4187 Bioding •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Fi00r UYE SHOW �.r 7nbuta Wrdth 0 Locabon(Sldej• ; ry ( 9oj (100) (1.15)%' oornmenti. 0-Self Weight(PLF) Otoll'7' N/A 18.9 — — 1-Uniform(PSF) 0 to 11'7"(Front) 12' 12.0 40.0 - First Floor 2-Uniform(PLF) 0 to 11'7"(Front) N/A 80.0 - - Exterior Wall 3-Uniform(PSF) 0(Front) 6' 19.5 - 30.0 Roof Weyerhaeuser Notesx Weyerhaeuser warrants that the slang of Its products will be In accedence with Weyerhaeuser product desyn criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having lurtsdktlan.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project Mressodes(Rim Board,Naidrg Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation report,Weyerhaeuser product literature and Instanaton details refer to www.weyerhaeuser.conywoodproducis/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator SUSTAINABLE FORESTRY IMITATIVE Weyerhaeuser FarteWES Software Operator Sob Notes Designed:10/30/2018 3:26:57 PM UTC Andy Falmouth Lumber ForteWEB v1.4,Engine:W.3.0.262,Data:W.2.0.2 (508)548-6868 ardyh@falmouthlumber.com File Name:test Rami /1 CS seam 2016.7.0.0 10-30-18 lanaeamEngb.2t1t6.7.a2 9:41 Maeam riakDatabase 1555 1 aof 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: Gary Mott- Other Loads Type Trlb. Other Dead (Description) Side Begin End WIdth Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 13' 0.00" 6' 0.00" 30 12 Uve second floor Replacement Uniform(PLF) Top 0' 0.00" 9' 0.00" 0 80 Uve ext.wall Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 12' 6.00" 30 15 Snow upper roof Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 7 6.00" 10 10 Uve 2nd Icor ceiling Replacement Uniform(PSF) Top 0' 0.00" 13' 0.00" 4' 0.00" 10 - 10 Uve 1st floor ceiling Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 4' 0.00" 30 15 Snow lower roof 1 7 + � e ' ; .,.,.... .,.' :.+ ''...-r • 13 0 0 0/ 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" N/A 6399# -- 2 13' 0.000" Wall Steel 5.500" N/A 4285# -- Maximum Load Case Reactions Used for applying point loads(orline loads)to carrying members Live Snow Dead 1 1764# 2762# 3004# 2 1573# 1502# 1979# Design spans 12' 2.750" Product: W 10 x 12 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 3.960" Actual Depth 9.87" Web Thickness 0.190" Allowable Stress Design Actual Allowable Capacity Location Loading • Positive Moment 18.27k# 27.2510# 67%, 5.89' Total Load D+0.75(L+S) Shear 6.40k# 37.51k# 17% 0' Total Load D+0.75(L+S) LL Deflection 0.1639" 0.4076" U895 6.5' Total Load 0.75(L+S) U Deflection 0.3081" 0.6115" U476 6.5' Total Load D+0.75(L+S) Control: Positive Moment All product names are trademarksor Uelr respective cement Andy Hall Falmouth Lumber Copy,lght(C)2016 by Simpson 3bong'Tle Company Inc.ALL RIe11'S RESERVED. "Pawing ladellned aewhen the member,floor joist,beam orglkel shown on role arising meetsappllceble design cdtedetorLoad&Loading CoMltlmt and Spans tided on this sheet.me 670 Teaticket Highway Jeer must be reviewed by a qualified deagnerardeagnpmlenlonel as required Ire appoval.This design aevmesmotet invallelion according to themenRmwrers specifications Fast Fal myxlth.MA n25.4R CS Hearn 3716.7.0.11 Gary Mott-Scanlan 10-30-18 lanaeamEn@rc 11.7.01 Scanlan 8:57am Materials Databasese 1553 1 of 1 Member Data Description: Member Type: Beam Application: Floor . Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, 1J240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Gary Mott- Other Loads Type Tib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 20' 0.00" 5' 5.00" 10 10 Uve partial ceiling Replacement Uniform(PSF) Top 17 0.00" 20' 0.00" 6' 0.00" 30 12 Live second floor Replacement Uniform(PLF) Top 12' 0.00" 20' 0.00" 0 80 Live exterior wall Point(LBS) Top 12' 0.00" 180 90 Uve 45 degree roof point load Replacement Uniform(PSF) Top 17 0.00" 20' 0.00" 11' 0.00" 10 10 Live 2rx1 fl.ceiling Replacement Uniform(PSF) Top 17 0.00" 20' 0.00" 11' 0.00" 15 30 Snow 2x1 f I.roof Point(LBS) Top 17 0.00" 540 1388 Live point load from beam @12-0" Replacement Uniform(PSF) Top 17 0.00" 20' 0.00" 5' 6.00" 15 30 Snow lower roof r eigsx tr l�.. -.- W,rx'$ih.u.ta ut's tt h t ]Is ,.di}1,..aw""''.L 'x`&' ii2S 8n JvLn a u."�Lli¢t. . .a.,a._,.,... s.t...1.44'1":..,.:24.;,:_.:It 7,0 �...km!..-J: 'u,aa,i': 0 2000 CDS 2000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" N/A 3780# -- 2 20' 0.000" Wall Steel 2.750" N/A 9577# -- Maximum Load Case Reactions Used for spaying polM loads Iodine loads)to can't'ing esmben Live Snow Dead 1 1276# 391# 25044t 2 2773# 1550# 6335# Design spans 19' 5.500" Product: W 10 x 19 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual Depth 10.24" Web Thickness 0.250" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 35.96'k# 51.70'k# 69% 12.06' Total Load D+0.75(L+S) Shear 9.58k# 51.20k# 18% 20' Total Load D+0.75(L+S) LL Deflection 0.2591" 0.6486" L/901 11.09' Total Load 0.75(L+S) TL Deflection 0.7840" 0.9729" L/297 11.09' Total Load D+0.75(L+S) Control: TL Deflection All product nemeses trademarks of Mair weave owner Andy Hall CopyngM IC)2018 by Sl mpmn Strong ne Company Inc.ALL RIGHTS RESERVED. Falmouth Lumber "Passing ledefined as when the member,floor jolt team or girths Sawn on this drawing meets applicable desgn orlon•for Load•Loading Conditions.and Spans need on this>fweL The 670 Teaticket Highway Jason mut be reviewed by•qualified designers design professional as required for approval.Tmadsgs amines product lnsallationaccording to the manulacluMa pclficasona Fast Palmeri#h.MA 02S36 21 Is utc I t tiliti MEMBER REPORT PASSED Scanlan,Basement girt under family room 3 piece(s)13/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 11' 7" 45i sp i ' I L.5'ItP t'EIfl{k I ht"a t gdP'' i Q1,1, Pqqt ; i,irb.: ` 6 acct: to 03 ©� 11' it® All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. .., .. �,b'd . .. I:.'. . System:Floor Desigft Results .+�' "' ;.Aduai®Location "Allowed'S Raoult LDFa load tcombinatba(Pattern) ;' Member Reaction(ibs) 3126 @ 11'5" 7809(3.50") Passed(40%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Shear(lbs) 2475 @ 10'6 1/4" 9227 Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 7848 @ 6'3/8" 16806 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Den.(in) 0.206 @ 5'10 1/8" 0.375 Passed(1/654) — 1.0 D+1.0 L(All Spans) Total Load Den.(in) I 0.276 @ 5'10 1/8" 0.563 Passed(1/489) — 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(4360)and TL(4240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'T o/c uniess detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be traced at 11'T o/c unless detailed otherwise. . : - -„ I .:; Bearing length Loads to SupPotta Obs)i.v .'• ' Supports . Total Available RequIred ... Dead Floor Live Total Accessories 1•Pocket in masonry-concrete 3.50" 3.50" 1.50" 665 1944 2609 None 2-Ledger on masonry-SPF 3.50" 3.50" 1.50" 785 2342 3127 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Live Loads-1'24i'% Location(Side) ! • Tributary Width (0.90) , ;(1.00) Comments 0-Self Weight(PLY) 0 to 11'T N/A 14.2 — 1-Tapered(PSF) 0 to 11'7'(Front) 6'9"toll'9' 12.0 40.0 First Floor Weyerhaeuser Notes'..,.. r-- ;1 Weyerhaeuser warrants that the slang of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties • related to the software.Use of this software Is not Intended to drcumwent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project Accessories(sum Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadllties are third-party certified to sustainable forestay standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-FS under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/documenNlerary. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator ®SUSTAMABLE FORESTRf MffIATNE Weyerhaeuser ForteWEB Software Operator lob Notes Designed:10/30/2018 3:56:02 PM UTC Andy Nall Falmouth Lumber FDrteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@falmouthlumber.cam File Name:test Pawn 1 /1 211-UK I C Watt MEMBER REPORT PASSED Scanlan,Flush bm.Iltchen/family • 2 piece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 12' t 4 I ,' a s# a'" ) I � I s "41;;;;;',1- 0 0 i 4,.,, Vx:,.. .-•"n„airtar:.�;.sa`i, i w,w.hu:1;4uum' :utar:ri vuws„".;u, i' .,.d. 'a: 12' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ... Design Results:. . . 7Acbw1®LootloniAllowed Result - LDF Load cCombination(Pattern) 4; System:Floor; ;. Member Reaction(lbs) 1895 @ 2” 3347(2.25") Passed(57%) — 1.0 D+1.0 L(All Spans) Member type;Flush Beam Shear(lbs) 1587 CO 1'3/4" 6151 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use: meResidential Bald :ing Code IeC 201515 Moment(Ft-lbs) 5469 @ 6' 11204 Passed(49%) 1.00 1.0 0+1.0 L(All Spans) Design Methodology:ASD Live Load Dell.(In) 0.087 @ 6' 0.292 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Total Load Den.(In) 0.310 @ 6' 0.583 Passed(L/452) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and n(4240). •Top Edge Brad®(Lu):Top compression edge must be braced at 11'11'o/c unless detailed otherwise. •Bottom Edge Brad®(Lu):Bottom compression edge must be braced at 11'11'a/c unless detailed otherwise. • ;, >. _: '>eearirg lerhgM'. }Loads to shrPPorts(lbs) ` Supportst_,;,, ,, ,,,,,, ;-Total : Available Required : Dead Floor Live Total Accessories 1-Stud wall•SPF 3.50" 2.25" 1.50" 1388 540 1928 1 1/4"Rim Board 2-Beam-SPF 3.50" 3.50" 1.50' 1389 540 1929 Bloddng •Rim Board Is assumed to carry al loads applied directly above it,bypassing the member being designed. •Blocldrg Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. : '.-. .:+_'. Dead Floor Live Loads Location(Side) ' : Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 11/4"to 12' N/A 9.4 1-Uniform(PSF) 0 to 12'(Front) 6' 10.0 10.0 _ceiling 2-Uniform(PSF) 0 to 12'(Front) 1' 12.0 30.0 2nd 3-Uniform(PLF) 0 to 12'(Front) N/A 150.0 - Member Notes n Flush bm,Kitchen/family Weyerhaeuser Notes _ = I Weyerhaeuser warrants that the string of its products WA be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to drcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories(RIm Board,Blacidng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadlites are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.Far current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyeduaeusersom/waodproducts/dacument-Abrary- The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator ' • 4 SUSTAINABLE FORESTRI INITIATIVE Weyerhaeuser Y ForteWEB Software Operator Job Notes - Designed: 10/29/2018 8:41:44 PM lilt And/Hall Falmouth Lumber ForteWEB v1.4, Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@falmouthlumbertm File Name:test Pana 1 /1 ad I-U.K I t ITLIU MEMBER REPORT PASSED Scanlan,Flush Bm at kitchen,dining 4 plece(s)1 3/4"x 14"2.0E Microllam®LVL Overall Length: 17' 6" iii ' i Y i -.-k.„.-4-,s2?-pc p1/ r ti dii{ } `£..Ac iii in .i' 4biii u s§ r > hm.,g,4 .irIk„ ' t+az wI + _ i • 17' 6" ri All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. .. . Design Results v+_._ ,,;'Actual®Loradon;S' Allowed. Result LOP-: Load:Combinatioa(Paltem) ;* System:Floor Member Reaction(lbs) 9573 @ 17'4" 17763(3.5(r) Passed(54%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 7075 0 16'1/2" 18620 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 35059 @ 8'113/8" 48517 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:A50 Live Load Deft(In) 0.368 @ 8'9 7/8" 0.429 Passed(1/561) — 1.0 D+0.75 L+0.75 S(All Spans) Total Load Deft(In) 0.686 @ 8'10" 0.858 Passed(4300) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(1/480)and TL(1/240). •Top Edge Bradng(Lu):Top compression edge must be braced at 12'7"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 17'6"o/c unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced to prevent rotation. a Bearing 4ngth *.Lords to Supports Obs) _ Supports Total., Available Required ' .:Dead Floor Live ;Snow Total Accessories• 1-Column-SPF 3.50' 3.50' 1.50' 3398 3720 1709 8777 None 2-Column•SPF 3.50" 3.50" 1.89" 4464 4065 2746 11275 None .41; + .r '"C v 1, "_ h , Dead:•' Floor Live. Snow, ,I Loads' -.' Location(side) '' Tributary Width (0.90):. (1.00) ;(135)'- Comments 0-Self Weight(PLF) 0t017'6' N/A 28.6 — — 1-Uniform(PSF) 0 to 17'6'(Front) 12' 12.0 30.0 - 2nd nope 2-Uniform(PSF) 9'to 17'6'(Front) 11' 10.0 10.0 - 2nd fl.ceilings 3-Uniform(PLF) 4'to 17'6'(Front) N/A 80.0 - wall 4-Uniform(PSF) 4'to 17'6"(Front) 11' 15.0 • 30.0 roof , Member Notes::.. - __.:-. Cr`- ' Flush beam over kitchen,bath and mudroom Weyerhaeuser Notes :,- 1 -=I Weyerhaeuser warrants that the slzing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser Willies are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuserdcom/wocdprcducts/dccument-littary. The product application,Input design loads,dmenslons and support information have been provided by ForteWEB Software Operator //�� (Lj)SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser ``T� ForteWEB Software Operator lob Notes Designed: 10/30/2018 2:06:31 PM UTC Andy Hall Falmouth Lumber ForteWEB v1.4, Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyhf@falmouthlumber.mm Pile Name:test Pana 1 /1 ori I-U K I L tI.1:11 MEMBER REPORT PASSED Scanlan,Flush Bm at kitchen,bath • 3 piece(s)13/4"x 9 1/4"2.0E Microllam®LVL Overall Length: 16' 2 3/4" Zea; z r ,2 4 ri i 2 N r" + ,2 � " : & t y gIr‘III� 61 4 x ^ "C S4 t i I roc a- is k ,W(� I' t .:c_d <r,_" ;2/2,-F2,,,,2', ' rp..ps, +.tw < n. , ,: Y..., + �y.c-s...."o roc-uw�raa.�- 8,. 11 11 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results !'Actual®Location_.-, :,.;:Allowed :.; Result, n, . .,z LOP. Load:Combination(Pattern), ' '.%:. System:Poor Member Reaction(lbs) 11677 @ 8'13/8" 13322(3.5011) Passed(88%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 4258 @ 9'3/8" 9227 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) -8351 @ 8'1 3/8" 16806 Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Dell.(In) 0.065 @ 3'10 1/4" 0.200 Passed(1/999+) — 1.0 D+0.75 L+0.75 S(Alt Spans) Total Load Dell.(In) 0.105 @ 12'6 1/8" 0.401 Passed(1/912) — 1.0 D+0.75 L+0.75 S(Alt Spans) •Deflection criteria:LL(1/480)and TL(I/240). •Top Edge Bradng(Lu):Top compression edge must be braced at 16'3'0/c unless detailed otherwise. •Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 16'3"o/c unless detailed otherwise. Bearing Length'. — _, ":i•:� Loads to Supports(lbs) -i' »;: Supports .. Total :. Available. Required Dead Floor Live Snow`) `Total Accessories 1•Column-SPF2.75" 2.75 1.50" 1713 1768/-245 1108 4249 None 2-Column•SPF 3.50' 3.50' 3.07" 5519 9906 3304 13729 None 3•Column•SPF2.75" 2.75" 1.50" 1713 1768/-245 1108 42455 None Loads Location(Side) Tributary Width (0.90) (1.00) (1.15), comments 0-Self Weight(PLF) 0 to 16'2 3/4" N/A 14.2 1-Uniform(PSF) 0 to 16'2 3/4"(Front) 11' 12.0 30.0 2nd Floor 2•Uniform(PSF) 0 to 16'2 3/4"(Front) 16' 10.0 10.0 - ceilings 3-Uniform(PLF) 0 to 16'2 3/4'(Front) N/A 80.0 - wall 4-Uniform(PSF) 0 to 16'2 3/4"(Front) 11' 15.0 - 30.0 roof Member Notes'i,,L, Kr, - - r G ". .I' Flush beam over kitchen,bath and mudroom Weyerhaeuser Notes .I. ; . >' .;.- ;i Weyerhaeuser warrants that the slang of Its product will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to dreumvent the need for a design professional as determined by the authority having jurisdiction,The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories(Rim Board,Blakhg Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation report ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by FarteWEB Software Operator //�� tlyl SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser YY ForteWEB Software Operator Job Notes Designed: 10/29/2018 8:38:58 PM UTC Andy Nal Falmouth Umber ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@faimouthlumber.com File Name:test Ponca 1 /1 211-UK I t 411.1 MEMBER REPORT PASSED Scanlan,Basement girt under seasonal porch . 4 plece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL • 4 Overall Length: 11' 7" t is,grid r ,-t. p t(.n. : Lf n, `r ."� °" ` $ -''` ? .a 9 9 • 11' K. All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DOSIgi Results'•' r Actual 0 Location.. 5T°.Allowed s,."ma Result,a "tr, .::;;LDF. Loads Combination(Pattern) :.;.:.,; System:Fbor Member Reaction(Ibs) 4187 @ 11'5" 10413(3.50") Passed(40%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 3419 @ 1'3/4" 12303 Passed(28%) 1.00 1.0 D+1.0 L(Ni Spans) Building Cade:IBC 2015 Moment(Ft-Ibs) 11436 @ 5'9 1/2" 22408 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Den.(In) 0.201 @ 5'91/2" 0.375 Passed(1)672) — 1.0 D+1.0 L(All Spans) Total Load Den.(In) 0.303 @ 5'9 1/2" 0.563 Passed(1)446) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and 7L(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'7'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'7"o/c unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length e i' `ht Loads to Supports(Ibs). .;c r'$ Supports ,r r Total Available Required .Dead;, Floor Live ;Snow ;, Total Actessodes 1-Pocket In masonry-concrete 3.50" 3.50" 1.50" 1416 2780 15 4211 None 2-Ledger on masonry-5PF 3.50" 3.50" 1.50" 1407 2780 4187 Blodcing •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Loads ' 'Location(side)j Tributary Width =(0.90) (1,00)'t (1.15)..°, Comments 0•Self Weight(PLF) 0 to 11'T N/A 18.9 — — 1-Uniform(PSF) 0 to 11'T(Front) 12' 12.0 40.0 - First Floor 2-Uniform(PLF) 0 to 11'7'(Front) N/A 80.0 - Exterior Wall 3•Uniform(P5F) 0(Front) 6' 19.5 30.0 Roof Weyerhaeuser Notes` Weyerhaeuser warrants that the siring of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocling Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fadlmes are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Imtallatbn details refer to awe.weyerhaeuser.con waodpraducts/document-Ilhrary. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator /� A (t})SUSTAINABLE FORESTRY INRWTNE Weyerhaeuser ForteWEB Software Operator lob Now Designed: 10/30/2018 3:26:57 PM UTC Andy Hal Falmouth Lumber ForteWEB v1.4,Engine:V7.3.0.262,Data:V7.2.0.2 (508)548-6868 andyh@falmouthlumber.com File Name:test Pang 1 /1