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HomeMy WebLinkAboutBld-20-002503 `O /14se/ ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 ,Mi' 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 Onl Building Permit Number D' ,22 a c. ( 3 Date Applie • , I- J1r. S¢A i3 „.....2.____ 1)-1.,)q, Building Official(Print Name) Signature Date m SECTION 1:SITE INFORMATION CCI m 73 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers -n0 -rt lQ© Co"P 1St'' 73 m o 1.1a Is this an accepted street?yes no Map Number Parcel Number ... 1.3 Zoning Information: 1.4 Property Dimensions: co r c Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) Z III 1.5 Building Setbacks(ft) -o co Front Yard Side Yards Rear Yard n 70 rn Required Provided Required Provided Required Provided 5 C Z 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: p Public El Private 0 _Zone: Outside Flood Zone? Municipal 0 On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Name(Print) City,State,ZIP No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New ConstructionConstructionq Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify: Brief Description of Proposed Work2: ly, k 2.'( Z (a elf. bi-© -.►, � 2�SSes 1019ti 0 1 : SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ l 0 1. Building Permit Fee:$ 1e) Indicate how fee is determined: 2.Electrical $ ►03t� 19 Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier . x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 0 Paid in Full 6 Outstanding Balance Due: I 53- SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) L O�q!,, �,4} License Number C{�Ais -� Expirati to Name o�CSL Holder � List CSL Type(see below) c) �'St No. and Street T. - Description .�/_ 1_.. 1nl�,t� O.7 0(1 Unrestricted(Buildings up to 35,000 cu.ft.) �ari�lly �W CJIJ Restricted l cc2 Family Dwelling City/Town,State,L ' M Masonry RC Roofing Covering WS Window and Siding -3�n_.3gt*P " 4 3 SF Solid Fuel Burning Appliances IJ�T l� coQ AC- y C, /� I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Re ' t Name No.and Street Email address City/Town, State,LUY Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.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 Issuance of the building permit. Signed Affidavit Attached'? Yes ❑ No 0 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 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 application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) 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(RIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.zov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) , Habitable room count Number of fireplaces ,, Number of bedrooms " Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts Department of Industrial Accidents =1—,,..001.. ...=, _- 1 Congress Street, Suite 100 I.�= Boston, MA 02114-2017 kir www.mass.gov/dia IMPWorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): 6 `'✓ .d LlSAt, Address: -' C O41-((_ t City/State/Zip: �ch$pt Ai\i) C2O% Phone #: 5—C-' 37G-31 lc 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. VNew construction 2.0 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.] 3tglyn a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. I] Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on m property.Y I will 10 El] Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp. insurance.t 13. Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§I(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box*l 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 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 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.Lic.#: 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 certif a der the pains and penalties of perjury that the information provided above is tr e and correct. Signature: 2 Date: Milo Phone* Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# • Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: n1-_ Y' TOWN OF ITARMOUTH - . � ; :yg c BUILDING DEPARTMENT • o, �`_l = $ 1146 Route 28, South Yarmouth, MA 02664 �,�-•y 5=� 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 I, Section 1115, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at (p O C f Work i-Rtk-D E Is to be disposed of at the following location: \9 €E 9 a` ) Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. "lit' l.0/18 , 17 Signature of Application ate Permit No. Sears, Tim From: Sears, Tim Sent: Tuesday, November 5, 2019 10:03 AM To: 'Kevin Barbato' Subject: 60 Camp St Kevin, I have reviewed your application for 60 Camp St, and there are some items needed to complete your application; 1. Elevation drawings of the garage 2. Truss documents Please submit these items for review Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us 1 Division of Professional Licensure Board of Building Regulations and Standards Const\tGtMA itt I rvisor CS-059667 =; Upires: 12/11/2020 , „ KEVIN T BARBATO .. {; 31 OAK ST. FOXBORO MA'o o •:,*,gig Commissioner • r A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION r___ ,. _____.. TOWN OF YA HMOU T H REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR C;, ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF"AS BUILT" A R copy py COMPLIANCE. !� ` DATE: II" 5...l4 BUILDING OFFICIAL t ./\,, '00I Z I N N f — �.—. o% f� 1 r f1A".. 0 1. r-1---] wiy s -- c k �- - ! j I z�3f,�t `gyp t ___________.__.__._.__..__.______' , • I _ -THY 1,4�, 2'_0_/ _,. — _i p 3' c� — O ' i (6 C A-mp Z S(A .z• L!y'' : V--0 • 1 • 1.7 (% 0 • 'EL • • ) T ,0 (v. rrl 1(4` , . 11 6-, 0 (-4) • 1 r- F.• 6-, C) (- ci -0 , ...., ,,,- ,..- .--............. . ,- _ ,,, ,/,,, kg,..1•At- , r w /1/ .4- - ----- — : ----T, .. * 34'' , \ s---' I , C" t)I'Y+...":."' O''t t. L i '. ., ',..6 -104t..: ..ni 44 ! 2.to( 1.0-V ko). , : ,-.. , I 1 ----- ?..-K I ) ------11 1 2 ,,, 1,-e, pm,/ ,it,,,-; I ' '1/4...0 I 44..A..x't h e,,,J.Cid , / Ap k.CA • i INke 24A tri., (' ,. 1 ! CV-ci ).-..4i ,....._._ 'tl I i .; . . i . r,- : .,. .,'''',to .-.) -.t ce..(0) 1;,,,,.tirtIk.V),.., t 1:i-gzi L-i ............... Ii. a OL I \........ ).' .h....h.' V.:1119,1( \OA\. Wc. su , ASAP Engineering PO Box 649 Middleboro, MA 02346 c,-z_ici,-Ici - / -..., r • g •-7,,,,.4.7,,') , • 0 /-C, . 1 4 6,Cel ! i 1 i • z., ; . . I 1:.-.--- I 1 . 1 , 1 ..•.,, k..4)lW:IXZ ' \-• ,,,-- \•\e\VS k" ' il . (4_1 - 1 y. ,,;k„,,,I• , ,..., t.A, 1,„ ‘. a k.,, ,, -r.,&.. :‘---I 1 ' ,, "e-0 0 RI-3.A 1A-0.( ASAP Engineering De.Vs3,\ DI PO Box 649 4i Middleboro, MA 02346 5-Zsb-Cci Moor t /-, 1- e..,w i ai =2: xI 1� z # 'i b o 5 fi h � k fi B gg a : >h 8a L1 tl %:'/) ;'*'.., ^' '4 ,. .t .,:.,,,,/ 1 /\ \ r\/ r//./i k T27r,/ \/\ r err Q i.. i -,/ tyr w/<. Y- `'� i �z/E`/E .P /v' �` / / / 1 b A /�:Yr r/AA/,� /v/A s 8 vir :k 1 6 ?\' f 1 > 4 9X i s to ;1/i l >_ E " \,<! 1 „ F-- as �v�,,//< yv�/A- ////// N � is // ✓� / --. sir+, ,, �qo o� 1 1 I' /v , g i _ N T 5 L1�` .1 r/ i 9 I I II II 1g 1 `f•: F ;;Y:,'"� FOR PERMIT if ; € I. FOR CONSTRUCTION d`1 i :: j DETAILS A CAD _ r - `:� Engineering& d - , c <" �.•-a„,.,.-. _ Design Co..Inc. e BARON PROJECT Suite rnree 5s Fmir trove Street rtoute 16 60 CAMP STREET 111ao1e2ora98 6u i234 c YARMOUTH,MA Telepnorr 5C8 Be6-)S6r - Fax 588 946.1653 Jj J i , I � Y F 2 0 � sY b,5 a w Ir €La I.``y v k , o � h e '� 1r 1 ,__.„ .max `'tx. i j` it , €qp' r I 9 I tm,, xitI ); SAL• FOR PMIT FOR CONSTRUCTION ER ``R " = `"" FOUNDATION PLAN p 3 fl 1 i ASAP DesuD a = > EngineeringnColnc & _ _ 'E7 [ K g BARON PROJECT Suite three 755 East Grove Street Amite PO 60 CAMP STREET Middleborough,xe 02346 \\ = YARMCVITH,MA Telephore 508 046-3661 Fax 508-946.1653 J' A S A ID Engineering& ROBERT M. DESROSIERS, P.E. - Design Co., Inc. Consulting Engineer 508-946-3561 155 East Grove Street • Post Office Sox 649 Fax 508-946-1653 Middleborough, MA 02346 September 20, 2019 Project No.2019-275 Mr. Kevin Barbato Barbato Construction P.O. Box 1259 Middleborough, MA 02346 Re: Design Review of Garage Construction at New Home Located at 60 Camp Street,Yarmouth,MA Mr. Barbato: You asked me to review the design of the structural components of the garage ell for the referenced residence. The garage is a 14' by 24' ell to one side of the Cape Cod- style modular home. You propose to construct the garage from pre-assembled wall panels and pre-engineered wood roof trusses. You have provided me with plans for the proposed assembly. This office previously designed the foundation for the home and garage, and provided plans and details dated September 26, 2018,based upon this concept. The garage wall framing consists of 8' tall 2x6 SPF No. 2 KD studs at 16"on center, vertically sheathed with 7/16"Zip System sheathing. The door and window headers consist of built up triple 2x12's. The roof consists of standard wood gable trusses. The trusses should be fastened to the front and rear wall assemblies utilizing Simpson H2.5 Hurricane Clips. The wall assemblies should be fastened to the foundation utilizing 5/8" anchor bolts with plate washers at 24"on center and within 12"on the outside corners. The nailing of the sheathing to the stud assemblies was inspected off site by this office. The method of erection and installation of these components can be completed using ordinary techniques of fastening and nailing to the foundation and sidewall of the main house. In my view, the structural elements described herein,if assembled utilizing good construction practice,will meet the structural requirements of the Massachusetts State Building Code,Ninth Edition. If you have any questions regarding this report,or if you require additional information,please do not hesitate to call. Very Truly Yours, �ZHQF444 s� 4 ROSERT M. DESROSIER 11111110. Robert M.Desrosiers,P.E.,M. ASCE A ; v u. 36 70 �� Job---....._.._.......__.--TSS-____....------TTnis§T e- --........_ ._—._...- ------, YP tKy--1P7y 1906029-60 Camp St Yarmouth.MA _.._.._._.i :194286R 1501 ;GABLE 1 1 ' L. _.__...L_.....__._...._.__... ..........._—._._.._ ---- -L—_._....iJob Reference(optional) I Reliable Truss&Components.New Bedford,MA 02745.Neyshall Toro Run:8.300 s May 10 2019 Print:8.300 a May 10 2019 MTek Industries,Inc.Wed Jun 12 16:55:38 2019 Page 1 p4 ID:RappksAhrEtW3F9)6Wcyd9z9VQ4-roTuE3kr7Q6twwyNpUgMwbN8BU05BbAUSI2XMTz7_0p -1070 1-0-0 24-10 33-q-0�0__.y.._, 1�-0 _T —� i 3—6 2-7-101-.0.0 5x6- Scale=1:85.1 8 1 2x4 II 2x4 I • 12.00iii 4x6 7y8ry 4 9 4x6 �-C' 3x4\ 6 3 Wt 10 T2. — — 24...- 6f� 3x4 4x8 2x4II 2x4 II 2x4I 4x8 �'' 8x 5 O1 01 11 ‹/ 1 \ Y N; 16xa\, , \\ / i q iI d' 72 i 2x4 !i ..- E �• \ ...2i !i 40 PSF LIVE LOAD ,1 ' `� ._ �x4 IJI ` \ 3ST1 ' "2 IN ATTIC ROOM. 2 Tt Y3 `/)� 2• rig . _._...- 12-0-0 -! - . > i1,• , . "------ I it 1 —334 �. --i "4—C-6 : ,\ 14.c� 4x8= 23 22 20 -1B'-••,17�•� 16 4x •..._.Y^ 21 FIELD BLOCK BOTTOM CHORD 1.. 3x6'1 f3x8I! f 6x8= IN ROOM AREAAT 6'O.C. �•• ^-. {.3x6 II 3x6 11 3x6 II C`�,��t 6x8=, ,•. ` / \ 6-0-0 Plate Offsets(X,Y)- Lo-4.8,0.2-01.(4:0-4-0,0-4-8Lj12:0-4-0,0.4-8],114;0-4-8p-2-017d11 f - _ _ :—, _ .... -------.- LOADING(psf) SPACING- 2-0-0 CSh / ,, €Fy. - '.k0 )),1/c(fl, Uri - PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 \ ' Vert(LL) -0:001 `-14 s_, rifr 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.1p' \ \Vett(CT) /0.00 14, Mr 90 BCLL 0.0 Rep Stress Ina YES WB 0.11. /Horz(C _A'.01'`\14 n/a n/a BCDL 10.0 I Code IRC2015/TP12014 I Metribs �\' Weight:189 lb FT=20% - LUMBER- ,`\--..,.:-' BlikA N G-, TOP CHORD 2x6 SPF 1650F 1.5E ;' , _, \j" 4QP-CHO D1 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x8 SP M 23 ` < •' @O\CI&Q,R Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 /N\ i l'ss •' 9lNT 1 Brace at Jt(s):24 OTHERS 2x4 SPF No.2 �... `, '� i REACTIONS. All bearings 24-0-0. ;----N `-• (lb)- Max Horz 2--373(LC 6) i ( \ Max Uplift All uplift 100 lb or less a't join s)2,40,19.14 exc4pl 227-278(LC 3),23=-152(LC 8).17=-278(LC 3), 16=-151(LC 9) \ i ....! N......-- Max Gray All reactions 250 lb or les�ss at pings)except 2=61l1'jLC 1),23=296(LC 16),20=751(LC 16),19=74 17), 14=611(LC,.1);18=294(LC•47) I \.-q , ) FORCES. (lb)-Max.Comp./Max;Te ' 11 fdroes 250(Ib)oMess except When shown. io,,* TOP CHORD 2J=711/91,3.4=`/02/1d0,'4:6=-706/272,5.6 -687/277,6-7=-353/104,7-8=-273/131, 8-9=-61)//j¢a 0 304/1.06,10-11 `6A/272 11/12=-693/201,12-13=693/99. 801 CHORD 2.2 - M79,22-23--63/478,21=23' 74;20-21=-68/474,19-20=-68/473, 18-�9/474;1'7-,11=-67/47,16;177-2/477,14-16=-61/478 WEBS 6�25,- 7 -24-25=27A/2 9J 4-2¢ 78/269,10-26=277/268,5-20=-451/288. 1)09*-439/277 / �/ NOTES- / `� �' 1)Unbalanced roof live loads have been connidered for this design. 2)Wind:ASCE 7-10;Vutt=140ni'pkj(3-secmtd gust)Vasd=111mph;TCDL=6.0psf;BCDL6.Opsf;h=25ft;Cat.II;Exp B;Pr.Enclosed; , ` ` MWFRS(envelope)gabieend-zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ! 3) Trues designed for wind Ioads'hh the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details ae.appp1iicable,br consult qualified building designer as per ANSI/TPI 1. 4)Gable requires con6nIttotIbottritnihord bearing. �ZN� OF MqS 5)Gable studs spate at 2c0 oc. 4 t9 6)This truss hak been gesigneld for a 10.0 psf bottom chord live load noncoricurrem with any other live loads. 7)Ceiling dead lot }(5.0'psf)•on member(s).5-6,10-11.6-25,24-25,24-26,10-26; Wall dead load(5.0psf)on member(s).5-20,11-19 O TIMOTHY L. G 8)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. g LaCHAPEL'LE 9)Provid¢meclla`nlc 1 onnectlon(by others)of truss to bearing plate capable of withstanding 100 lbuplift at joint(s)2,20,19,14 ex p -� (jt=Ib)227276;23=152,17=278,16=151. U CIVIL cn 10)This truss js designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refers 0.3s standard ANSUTPI 1. % a 11)Attic room checked for L/360 deflection. LOAD CASES Standard ```' �r 'j- ,/} 6/12/19 This truss is designed at the request and specification of the customer as an individual building component,in a vertical plane,to 10 4 be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure Is the responsibility of the building designer. ILL 5326053 1 06029 194286R PERMIT MA 6-12-19 I ......_-_-.........._.....-.ITiuss ......._....__—.__...__ e 1TiussT _...,-......—_.__.............._....-----I � �y .....'P�v—_1i906o29-6o camp st.Yarmouth.MA ;154286R '502 :ATTIC 7 1' ••, Rokabb Truss 6 Co ---`---------- �._._.. L__-- ...----._. ._.— I...--.-�-..- Lob Reference opU" ona11_ mpone i.New Bedford.MA 02745.Neyshal Toro- '-- Run:8.300 s May 10 2019-Print:8.300 s Mey 10 2019 MiTek Industries,Inc.Wed Jun 12 16:55:40 2019 Page 1 ID:Rappks 15-24 ]AheEtW 3F9j6 Wcyd9z9VQ4-o?A5beee115X2M bAE6mwuiq70TliHc9fQwnw2SdRMz7_On -0-0 1-0-0 2-7-12 1 3.2-8 � 2-80.8-2 3-2-8 + 3-2-8 0-8-12 5150 �}2� 1-0-0 4x6 r. Scale=1:77.0 7 12.00i1i 4x10 4x10 4x8 8 / 8 V�I— T2...'— �T2 4x8 < \•. 6x10 :X\ 6x10 \• 5x6 40 PSF LIVE LOAD V. -"i'-> / \ 2x4 4 IN ATTIC ROOM. d I' .Q. , . ( ) . 3 1./"'' 11`,'' \ `. / 2 1-1W3 s~ 1200 1=`X 'c ;. ' ('• r\/4,.. \ \.J q t`� r'I ,\\ ( { s 8x8- FIELD BLOCK BOTTOM C " 1lx�8 r /..' 91(8= 4x8-. IN ROOM AREA AT6'O.C, n\ I 'c \\ ~= 5-10-4 3 ./ ` / s. Plate Offsets(X,V)- 12:0-8-0,0-3-41,17:O-3-0,Edgej112:0-8:0,0-3-41,114:0-3-8,0-6-0J, 5:Q-3-8,0-6-01 /�, / LOADING(psf) SPACING- 2-0-0 CSI. / f `ElEF4. 104.1,j/,l/det> Lid I PLATES GRIP TCLL 30.0 1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -QA1A445 ` 702 480 MT20 197/144 TCOL 10.0 1 Lumber DOL 1.15 BC 0.45¢f '\ . \\Vert(CT) ,:-0.58514-1 ""/493 240 BCLL 0.0 Rep Stress lncr YES I WB 0.41\ \\\/Horz(CT)ti 8�Q2\\12 n/a rda ' BCDL 10.0 1 Code IRC2015/TP12014 Matr1X�JISti; Attic.%`f.-0.2�6.44.15 579 360 I Weight:180 lb FT=20% LUMBER- :'"" \�\•�:� BR iAeIN� \ TOP CHORD 2x6 SPF 1650F 1.5E ;._, f /1'OP CH Rb. Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x8 SP M 23 4,/ '. `QO`fCHQRD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 ; \, <, \./ \ r- '-VVEBS.7 1 Row at midpt 6-8 OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 2=1400/0-5-8 (min.0-2-11),12=14Q0/b;58 (min.13-2-11), `,, .. Max Horz 2=373(LC 6) `; .\ 1 \ w,1 / Max Uptft2=-224(LC 8),12=-224(LC 9):,r' s. \ .. Max Grav2=1726(LC 16),12=1R26(LG'17) ; ,-_/, ,..,. / FORCES. (lb)-Max.Comp/Max,Tep:=A l forces'250(lb)or less except when shown. TOP CHORD 2-3=-2430/328,3- -?29143.19,4-5=-2151/333,5-61324/369,8-9=-1324/368, 9-10=2150/332,10-44} 490/318,11-127-4438/327 BOT CHORD 2-15=-323/192.4,14;15--42911339,12-1,4=-,153/1734 WEBS 9-14=-53/U18 S 16=.5\4)}.118,6-8=.1(533/p•3:�=-709/372,11-14=-712/374 NOTES- ( l/" ll 1 \` •� 1)Unbalanced roof Ike load tiav9 gaen considered for this gn. 2)Wind:ASCE 7 10;yyll l4Omptc(3-second guSt)Va 111mph;TCDL=8.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Pr.Enclosed; MWFRS(envelbpe)'�able end zone;gal leirer left"and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has beep designed for a 10.Q psfbottom chord live load nonconcurrent with any other live loads. 4)Ceiling dead load(5:O,pdf)on member(s):543,8-9,6-8; Wall dead load(5.0psf)on member(s).9.14,5-15 5)Bottom chord live load(40.0 pet)and`agdittonal bottom chord dead load(0.0 pat)applied only to room.14-15 6)All bearings are assumed tq.be.SPF No.2.crushing capacity of 425 psi. 7)One RT7A USP connectors rebommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 12.This connection is for uplift only and does not considelrtateral forces. 8)This truss is designit1'ac cordar4Ce with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standardANSI/TPI'1.. \ \.;� 1. �p SD TIMOTHY OF ASs40 9)Attic room checld(fior 1 deflection. 1 LOADCASE(S)Stan�daid' r' TIMOTHY L. G —\ \, z LaCHAPELLE �` � 0 CIVIL y o.30 4.ift...:::....,/•,C7,:' 6/12/19 This truss is designed at the request and specification of the customer as an Individual building component,in a vertical plane,to �� be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of Individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. TLL 5326054 106029 194286R PERMIT MA 6-12-19 i d It iih r { E j DPI l{tjp ]([ I i' F d g1(0Ti ([ 0�[i;iii F 1i 71• 1 e(Iy�i h'h'111 {�if ; S41iaF } I - - Q !11I 1 - - ���p5Fi rvromw �., „r. _ `@iI.1I!if I 'i!I;it II > �,,, - - - kj t !c 1 : t1iii 11;ir . i4 111 11iIt fl 1 1Siii% isAI rddjfdifi;1214 Ijl "1l <.: Ism 1 . \`_te ;,._.. .0.1 i'/�,.\``{- .• .0:9z — —. __—_-• — A.1 t r� 1 ..._ k. 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