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0058 PINE LANE
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Town of Barnstabl •crcs) ,i':. ;, �' .a. a ,.a w,3 s -.izx z;: ;. ,�^ ,:. s BuildinPost.: y„,r,, rd So That It aormINle From-the Stc 0 A"``"roved)Plant1Must ;e Retained on''�' b and,#his Card Must be,:—:: ;Posted ntil Final lns ectlon Ha ,,,, Made. , . w , Permit(Whecea Certificcaate of O, panty Require t,'suc'h Building shall,Not bye Occupied un fl,a Final In a tion has been5 made Permit No. B-17-2200 Applicant Name: MICHAEL MCCARTHY Approvals Date Issued: 07/17/2017 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/17/2018 Foundation: Location: 58 PINE LANE;BARNSTABLE Map/Lot: 278-011 Zoning District: Rf-2 Sheathing: is , gt 2, ' Owner on Record: HAZARD,ANNE C ,t ;Contractor dame: MICHAEL MCCARTHY framing: 1 Address: PO BOX 526 1iIfp- Licene 169393 2 BARNSTABLE, MA 02630 � � ILiee: Est Project Cost: $ 1,500.00 Chimney: Description: Weatherization $85.00 Insulation: Project Review Re Weatherization fee Paid>: $85.00 J 4 ��� '` Final: ,'.',,,e,-',.---, --;.-I,: t .. . .% Date 7/17/2017 If. ".::k.r.:.; ':,'1,17'" 71 ''': Alt ''''x Plumbing/Gas • Rough Plumbing ... - .e.l � a BuildingOfficial c. �� Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within s x months after issuance. All work authorized by this permit shall conform to the approved application an the!approved construction documents fior wh ch this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for public Jnspectiod for the entire duration of the work until the completion of the same. Y Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theiBuild�ng aand Flre Officials arTPPY,,,idedAon#his permit. Service: Minimum of Five Call Inspections Required for All Construction Work - ,�°U 1.Foundation or Footing N� t 14 i : a i. Rough: 2.Sheathing Inspection .,.,.. -,�... ,, ... ,a. , ,� <. . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection , 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final.Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: .cr'$ersons contracting with unregistered contractors do not have access to the guaranty fund" (as setforth in MGLc.142A). Fire Department '. Building plans are to be available on site Final: 4- All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - K), ()() Map (216 Parcel DI ITOWN O 3 RNSTABBpiication # Health Division 7r�k T.l( 2 pm p [)ate Issuedo7A 7,117 Conservation Division Application Fee Planning Dept. Permit Fee �� u Date Definitive Plan Approved by Planning Board {) / : TnN Historic - OKH _ Preservation/Hyannis Project Street Address 'SCCZ...-- Village 4(1 Owner Gc.ti Address Telephone 3C Ta7� Permit Request V.A.-4- Lei ��a.a., ,sd 5f.1 Square feet: 1st floor: existing proposed 2nd floor: existing proposed , Total new Zoning District Flood Plain .Groundwater Overlay Project Valuation Construction Type Lot Size . Grandfathered: ❑Yes IDNo If yes, attach supporting documentation. Dwelling Type: .Single Family GI// Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: U Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: U Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded Cl Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Mike McCarthy Construction Telephone Number PO Box 52 Address West Dennis, MA 026'70 License # Cell (508) 280-6964 CSL-58633 MC-169393 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 54"'3- SIGNATURE DATE 7/la-if _ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. rC — o-6r,1 v-e fri v i ....,..,,,-:—.- . . • 1 . . 4;:giliEteitt, Town of Barnstable Regulatory Services• 0 -, . ,, o • - • 0 kICAILIWTA ,BLE,2 )Riehard'it.Soili,Director . li\..i.62.?„../:• I iiigt-DsiViSiOil ...Tom Perry,13uil4ing Commissioner /00.Maia Street,Hyannis,MA 02601 wwvv.town.barn,stable_ma.us Office: 508r862-403fP Fax: 508-790-6230 Property Owner Must — - -— - - - Complete-aild:Sign.This Section If Us.ipgA Builder ...,_ _ . f 2.-5 Owner of the' bject property hereby authorize to act on my behalf, in all Inarrfrs relative to work authorizzis buildinc,iwmir application for: 0.5/b Pike_ L 136lvkfricl--s(71 ' - 0 -6, 3 ()— (Afidress.IfYffob) — Pool fences and alarms are the responsibilityof the app lic %. Pools 1 . ,.1 are not to be filled or utiii-fed before-fence is ins:1.2116d and all. ' - • inspections are.perforrned and accepted_ OS., ture e ' Signature of Applicant . . 06210 il (k) 1'1-4 vil itiP Print Name Print Name 2)-116/(7 .Liate r . fi0 Q:FORMS:OWNERPER/AISSIONPOOLS . . .. . ., TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r, v g Map 7 g, Parcel l; 0/I .Application # �. `L L Health Division '.:z `Date Issued (71 0 V.- gf� 0 Conservation Division Application Fee Planning Dept. -•Perri it Fee l cx`70 Date Definitive Plan Approved by Planning Board i) IZ---- Historic - OKH , Preservation/Hyannis Project Street Address 51 ®ire Law f i Village 'e.,4,5 (,s40 fi// j- e , Owner 6.e t-0 « f 14tw 1 zarr..l • Address .3-8 PiAle /4 4J I Telephone d r3(�eoZ "3®7®. t / Permit Request Pe innove Avo#0 loj Qe, r,„ ( ic/1 r'v/- e'/v(OW t `.�:r�,// l/�,.G+l,,�sz P� ( ilti i 4 2e141u/11614 aid A 4 goo iget fitsr a// was(ir et c c/us,j iw A ditfrci r A,v Q r-loo s id J Plas(e((r 4/,,41 oval/5 � e.ed,,vSS R(Mat 14144 t'ry Square feet: 1st floor: existing/d Y`I proposed LEW 2nd floor: existing 7 proposed ic. Te l new= 0 ...,i - -6 Zoning District Flood Plain Groundwater Overlay f..iI Z0 m �� Project Valuation a'+n-u Construction Type /Rem,d - Lot Size b d 3 Grandfathered: GI Yes ❑ No If yes, attach sup orting•d"ocur entation. c,) Dwelling Type: Single Family yi. Two Family ❑ Multi-Family(# units) o CI Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 4-Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 6-0 Number of Baths: Full: existing 1. new 0 Half: existing 0 new 0 Number of Bedrooms: a, existing 0 new Total Room Count (not including baths): existing g new 0 First Floor Room Count Heat Type and Fuel: $Gas ❑ Oil ❑ Electric 0 Other Central Air: ❑Yes $No Fireplaces: Existing ,C New Existing wood/coal stove: ❑Yes g No Detached garage: ❑ existing 0 new size_Pool: 0 existing 0 new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION / ' (BUILDER OR HOMEOWNER) Name�,(A/ e( tr!&) 064 ilrinitt.s,ctP /kin P Telephone Number 8-36Q 7-SD )O d*t,rev'(M 4,4 Address yo 444 SCI ,,/ 0/,U1/4€ License# G S q/i s 3 71Gt m1 eA1, pwl- 't/het - Home Improvement Contractor# /Y 3 Ga(t? i' Worker's Compensation # WC, 7 of 3 ter,/ ALL CONSTRUCTION DEBRIS RE. ULTING FROM THIS PROJECT WILL BE TAKEN TO 10t5 (c #4- ith51)d5 SIGNATURE (J_) DATE (it 6 9 & FOR OFFICIAL USE ONLY � • t APPLICATION# `DATE ISSUED • MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. T ; Town of Barnstable Regulatory Services �,� �, Thomas F.Geller,Director • BAIINs1�63/ o Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder • /1,//i!r t7t(tZ c) , as Owner of the subject.property /,5,u," /1.042 . hereby authorize/Ua /1-4r d✓.-J ®j 1 t�dfl�s°"� 11 to act on my behnlf, in all matters relative to work authorized by this building permit application fon • (Address of Job) 9/0 , Signature of Owner Ite 4_4)61. a i•LY-4- 2-4.176 Print Name • If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. • Q:FORMS:O WNERPERMISSION I C E1 33f , of THE> Town of Barnstable ,s 9, Regulatory Services BA.R.NsTABLE. ; Thomas F. Geller,Director MABS. 16.59 • . `$� Building Division -!° R Tom Perry,Building Commissioner • 200 Mairi•Street, Hyannis,MA 02601_. www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION •� Please Print DATE: JOB LOCATION: number street village • "HOMEOWNER": name home phone# work phone# • CURRENT'MAILING ADDRESS: • city/to• . state up code • The current exemption for"homeowners" aS extended to inch'. owner-occupied dwellings of six units or less and to allow homeowners to engage an individ : for hire who doe not possess a license,provided that tine owner acts as supervisor. D s I ON OF 'OMEOWNER . Person(s)who owns a parcel of land on which''•a/she resid. or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling,attached or a•r ched s• ctures accessory to such use and/or farm structures. A person who constructs more than one home in a 0-ye•r period chall not be considered a homeowner. Such "homeowner"shall submit to the Building Offci• .on . orm acceptable to the Building Official, that he/she shall be responsible for all such work performed under the : ,:•e g permit. (Section 109.1.1) The undersigned"homeowner"assumes responsib• '.A for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that,he/s a under...ds the Town of Barnstable Building Department minimum inspection procedures and requireme... and that h•e/she will comply with said procedures and ' requirements. • Signature of Homeowner • Approval of Building Official • 1 f Note: Three-family dwellings contkining 35,000 cubic feet it larger will be required to comply with the State Building Code Section 127.0 Construdtion Control. `HOMEOWNER'S EXEMPT'II .The Code states that "Any bomeownu performing work for which a building .- :t is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the onsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communitie require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last pa of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homcexempt !/ ' 1P TOWN OF BARN4LTABLE BUILDING PERMIT APPLICATION,. Map 7p Parcel. . 01/ 'Application # D ,0 Health Division Date Issued 1 Conservation Division : ::Application Fee Planning Dept - :Permit Fee: �fa-7% s Date Definitive:,Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address se Pitve lave Village 1 Ic /f K,/fa" 49 Owner a tra Id :ff ,1N • j4 2'aid Address:S ,ve la4-e Telephone Permit Request Et/my! V,Adav Prvi.i Ba j,nrm AIM.japAr, Or- r/i intiorv) hm,v( rA skty , ali% oars a A hh v v c i-vsi l I •cutw (R,eal /iom..v> d tyl jii /o a J on Sebiely i 844 tA) G4)4 et_ Ode) o .e w 6iv,i2 rowvec nrAle A?cP1eu,t �; tvf , rime. quare feet: 1st floor: existing proposed 2nd floor: existing proposed I Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ]COI 40 Construction Type Demo-c( Lot Size i a 3 Grandfathered: .Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family -'7,i4 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 4Full ❑ Crawl ❑Walkout ❑Other taray.. : 54 Basement Finished Area (sq.ft.). ® Basement Unfinished Area(sq.ft) 90 II Number of Baths: Full: existing new 0 Half: existing 0 new 0 Number of Bedrooms: 0, existing 0 new Total Room Count (not including baths): existing 6 new 0 First Floor Room Count 9 Heat Type and Fuel: Gas ❑ Oil 0 Electric ❑Other Central Air: ❑Yes L No Fireplaces: Existing pi— New Existing wood/coal stove: ❑Yes ) No Detached garage: ❑ existing ❑ new size_Pool: ❑existing U new size _ Barn: ❑existing U new size_ Attached garage: ❑ existing yi,,new size _Shed: ❑ existing ❑ new size _ Other: / '� ,ate ,,w Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ./ Commercial ❑Yes ❑ No If yes, site plan review # d` -I, Current Use Proposed Use .c- r- APPLICANT INFORMATION ", (BUILDER OR HOMEOWNER) Name &U /k CUa v✓'"/ Telephone Number ,Pf ( >7.5 3 76 Address Y0 f"f.P)�� Or,v.4. License # C S ?/&s 3 \ice/tria441 Pn/ ma Home Improvement Contractor# Worker's Compensation # 1&J C 7 ) 4 J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 .,s (0uA'- O t 5pd—9 � U•-) C ppSIGNATURE -\N DATE y 0 .111111 It FOR OFFICIAL USE ONLY .ri i + r APPLICATION# • DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 9WNER r4 Yp e - DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING • DATE CLOSED OUT ` ASSOCIATION PLAN NO. • sra,� • Town of Barnstable • oo e . I Regulatory Services g, Thomas F.Geller,Director '%f gi Building Division Tom Perry,Building Commissioner • 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 / Fax: 508-790-6230 Property Owner Must .' Complete and Sign This Section If Using ABuilder I, 6 tyC U 1k. II-� 6 , as Owner of the property"�., . subject l hereby authorize �Ia,� ( i i../ to act onmybehalf, in all matters relative to work authorized by this building permit application fon Sk- II &r f•J. j of r • (Address of Job) d / Signature of Owne Date Gclk P-A00( J_, Print Name J • • If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:DWNERPERMISSION . Town of Barnstable • �THE r • • y. s • Regulatory Services • BAtusst•Asre, Thomas F.Geiler,Director •b"lF �,�g Building Division Tom Perry,Building Commissioner • 200 Main-Street,-Ay_annis,MA 02601.. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: . number street village "HOMEOWNER":: name home phone# work phone# • • CURRENT MAILING ADDRESS: . city/town state zip code The current exemption for"homeowners"was extend • to inert ' owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire •o do-,not possess a license,provided that the owner acts as supervisor. DEFINITION ''F :OMEOWNER . Person(s)who owns a parcel of land on which he/she resifi a or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year rod chal1 not be considered a homeowner. Such "homeowner"shall submit to the Building Official on;3 fo •• cceptable to the Building Official, that he/she shall be responsible for all such work performed under the buil ' pe (Section 109.1.1) Th.e undersigned"homeowner"assumes responsibility f r comp '.;cc with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she and rstands the To f Barnstable Building Department minimum inspection procedures and requirements and t he/she will corcp',\ with said procedures and requirements. Signature of Homeowner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any bomeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form cun-ently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homecxempt r i IRON PIPE , OUND / STAKE SET / `Ab f 4- STAKE SET �• of `�— l� 1 IRON PIPE ��" F�'/ 2 , ° —I FOUND / ST/ � 6 �' I. 336, './ Ai I��k 4,pro I 4 (. f /ry 28?S• ' s ��2. ifr DWELL , 'n nr4pasQ Qom. /�� Po / •. c 6 I 1 %Ii , r� co ieh, 4, 0, /' 15,300± SF / Ilk 2s, • / / 1360``I _STONE- W o) S2 / . 9 --ALL N _ , �. IRON PIPE �� FOUND 4 APR 8 ?7u9 Town of BO .... .... LOT L Old Kings lign, LOCATION : 58 PINE LANE, BARNS TABLE SCALE : 1 " = 30' FEBRUARY 20, 2009 PREPARED FOR: MARGARET EDWARDS i�IA— OF M.q y�cy4 S,S�t`4 90t ARNE ti- '. • s H. 0 off 508-362-4541 OJALA w fax. 50 8 362-9e80 town '� N..26348 cape engineering, inc. , �' • AP. C/VlL ENGINEERS `� --- ---- ' `viv •...4 r LAND SURVEYORS f�eTC' per I nnlFtiT+.:�c21•rp\/cvnp s TOWN Swanson Structural, Inc. ' STABLF Paul W. Swanson, P.E. ifr: ,, r& t, 116 Forest Street '3 AN 9 qa Franklin, MA 02038 508-520-1333 September 16, 2009 Erik Tolley ERT Architects, Inc. 947 Route 6A,Unit 8 Yarmouthport, MA 02675 Subject: Shear wall design for Mr. &Mrs. Hazard New Free Standing Garage: 58 Pine Lane, ;VW Barnstable, MA (My job 3429) Dear Erik, I have completed my shear wall design for the subject project. I designed the two side walls and the rear wall to work together to resist the wind forces applied to the enclosed building. I ignored the stiffiess of the garage door wall in my design. Please note the following: 1. 5/8" diameter steel all thread rods and Simpson HDU5-SDS 2.5 hold downs are required at all four corners of the building. It is acceptable to epoxy set the rods with 6" embedment. If heavier connectors are available at the job site they may be used in lieu of those specified. 2. The Y2"plywood side wall sheathing is required to be nailed with 8d at 4" o.c. on the edges and 8d at 8" o.c. in the field. Block all unsupported edges of the wall sheathing. I have attached a copy of my calculations and reference material for your use. If you have any questions,please feel free to contact me. Sincerely, ,4,41, 7 ''11 SWAN CON 'a li Paul W. Swanson, P.E. STRUCTURAL :>t, I_. No. 35334 s Swanson Structural, Inc. i,,. EG .- Pe /� A 4 Ai. Swanson Structural, Inc_ Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul@SwansonStru cturaL com {.___6t/ /�! 1V..__ 1 __ !1jd i¢ 1-f '1� _6.4424:4 E ' _._.1__�__i__' I� I _ I � /%M I ��cP 1 � i � 1 1 1 1 � --- 1 i Mil I ,i 1 , i 1 I I i I 1 I L__-I.._.._1 I --I- - 1 i_ " I I 1 I I i ' S_ Al oD 11 PR, S 5 1 __ ' ,1 i 1 { f. 5; 17 102 _ c ; V 3 { _I . I i I 1'1 `k t, t I 1I/�J •�R 1 i I � i 1i i 1 }--._L. , ._t__ .{. �I i JL‘j'. •` 3 ':i �_ V 1 I i I 1 i ( €1 Yi . . ,..S. N S N ; f '4 1_.� 1 --I--1 _�...._..___.�.. III _ _...._{-^_.t-__- ._..-.. _......_L_.__._._...,,_.. + 1 I r ' , , i I I .- 1 t, c, IL- ; i C 1 I7. . 1 1 I 1 1 No. 35'34 ' f> i I 1 1 i I t I 1 1 —_ �._ -- --#__ 3 r i' -, 'tea'- 1 I 1 i Q ! ' 1 i i 1 1 I '1 i I 1 Mirfi9h -' r r ' 1 1 I I I 1 1 i I ! I I 1 a� , I �— I '---'�- - I ( -ii-_ I ._. 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( I I I 1 I I 1 1 1 I I - 1 I '- I 1 1 I = ' 1 I 4- 1 I i I I -- -} 1 � 1 I I 1 I I i � ; I I i _.�.I I i i 1 1 ' _____. _______._I I j____J_--' i , ' i - _._ . .._.I_ 1 i. ___ 1 ( 1 j I t 1 I i 1 _�— 1 1 � 1 1 I 1 .---. i -, 1 ( ( I III 1 i ( �_ - 1 1 I ' 1 1 1 1 I i I l f i l , i - i i , 1 i III ; I ! i Job Name ADZ t AOS 4 l4,D 61,414E Job Number s¢29 Location 55 'INC L_Alir 1" 4.j 11 51-A6 C 4vvt Sheet / of Client l?2-T f4QG art m c rs By Al Date 5/5/v 9 r , • Swanson Structural, Inc. Paul W.Swanson,P.E. 116 Forest Street Engineering Services :;_<,., commercialx'1 ®F 474'.c,;N;71 Franklin,MA 02038-2579 residential ;; ':�' _ Phone 508-520-1333 hea timber yis* PAUL`�dr �'-'''� Fax 508-520-1334 heavy C' SWAAUN'9f?'J ..;'°``, aul@aSwansonStructuraLcom 3 STRUCTURAL •4 { i_ I i F 1 i- .. , --_-�--t- :;1 ;o.. 3`�394 / s ue_ {_x 1 M_Ali/N_d Lo'�,i__Paik0 to cu1-Agt !JP oeidt4l� •j ;.e f; j ( '' 1 I , 1 i 1 tom ;-- t -- i _—s. i + { 11r :. n ; ( i } ( i I ! , ��^ i 1 i I I j I ! !• I I !�`_1N19-i-I�_,(6-L_$- I— l -_,LA.�.M Nm. ' I I -I I ! i 1 1 _ _1_ Iaii^#Zl.lb t 4 x #:s = 1 58 31 x' 2 3 ` -----1 :' i ( I i ( Q 1M i I , 1 _� ' __ _, ' 1. I e !/4 8 k_G x!...7.s_=8_4__,._x Zk_=__14 9�e j_ —I— ' 1 ,3 �� I _. ' _ _. c.._ __1�Z.,z�c 2; .c 4)s !S,48! )4' JD}t_- 15�480 ! I ( i 1 1 i - of 1 I i ; 1 S 1 _ _ �j- i l I !/ 1 ! i ` I I Co1/ B 20 .x_ 1 - 1 D ' x to : i 23 slo i ce_ 1 ( ( i 1 ! i __�_�— I ( '' , L , I � � � 1 � �� I i ( I I 1 1 s�.i i � ,fit i ( I i� i , 1 i , — 1 1 1 _ ! 1 j jN _j I i I `- --I ! t '---- __.1-_.� i j -t_- � i ArN I i I1 ! 1 I I i , 1 i ! I I i ' —s i i__! , , _!Gvy,v 40,gp_ P PENDi ci.tizijoi F /O4E i y i i 1 i i I I , $/DE l w,4',•1.a.. ' p 32l=0 tt"D S,w. I ' i I ' i ( I i��---w� � 1 ( �1 I 5 Z 1 ' i i 1 -- -f- -_ I -Qo 11 f---, 2 i , 3 i719° i 1 1 s I I I i _ I t� I t I1C2, 4_.t-_(_2G-_-21 .33' 1I i _- Li (__ I I i ! j I kyi l i l i i ! , 1e i ✓ ' - 1 --- I -!-- -��1 0_ i!Z E liii___; P�Z Foi�q p__ S w, __1 I _`_ I 1 i I , i i �i i i E I ! � � I i I j ' ; j 1 Z-? --1- ; -+--- v--- i 23-i- J ' �� fI :_ i--._1-. ;- i !-� j i S ; r r ._.r € , } 1 -__ '!--'-_- ; ' ' -{— I -_-. I 1 _ + ' I I 1 I t_ _ I I 1 � I , I I t"_ i I 1 s I 1 i ! ; � p III ! I I ; 4. 0';5 (Z3'); 1 j ! I ; i 1. ----1 I 1 I i -1 ! ( I i i l/'�7� � __I .6..__.. .i i _._ �, /'� i. !-_._ _-_7-+---„._.`_. 111111 II III i 1 i ( i t qt i 1 I ( 1 i 1 E i 1 I t 1 1 1 { t 1 _ f i 1 _ V ) H 1 E --I - --i--I t I 1_ I I ' j i i ._.__� _. __ #_ 1 M o 5 I I i 1 1 ,D /2�8�' f 438 =1 78 _. S '�5 Hp� S Z s , i I 1 I ( i /i� 1 1 pox/ EifiTTiI I 1 I I Job Name Job Number 34 2 9 Location Sheet 2- of 7 f� Q Client. By Pwg Date _ __ Main Wind Force Resisting System—Method 1 h<—60 ft. Figure 6-2 I Design Wind Pressures Walls& Roofs Enclosed Buildings rye. £ v_16.71 © /000 --- �111 1111S" o o o -�. i. f oo100° 110 4 ,,,,,,,,, ,,............:111. 0110"1).1171041 kkkk V Referens 11111101% Ili , ,,,,,: „ ,, _ 1 Transverse gp'' 4....110,4010.v .0.?„4". 411% r««� 1 .,,,, 1 � .„,_,4,.7 , 1 ggl © 1 z m he° Longitudinal T -47 Notes: 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1 m),for 1=1.0. Adjust to other exposures and heights with adjustment factor X,. 2. The load patterns shown shall be applied to each comer of the building in turnas the reference corner.(See Figure 6-10 e 3. For the design of the longitudinal MWFRS use B=0°,and locate the zone E/F,G/H boundary at the mid-length of the building. ;'a ,-. 4. Load cases 1 and 2 must be checked for 25°<B<_45°. Load case 2 at 25°is provided only for interpolation between 25°to 30°. `` ate; 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. - -- - `� 6. For roof slopes other than those shown,linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined byassuming gPs=0inzonesB&D. 1 8. The zone pressures represent the following: Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of: • A- End zone of wall .C- Interior zone of wall -r B- End zone of roof D- Interior zone of roof " Vertical pressure zones—Net(sum of internal and external) )pressures on horizontal projection of: E- End zone of windward roof G- Interior zone of windward roof F End zone of leeward roof H- Interior zone of leeward roof 9 Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for the pressure on the horizontal "-_ I- projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. ?.. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension 9 or 3 ft(0.9 m). . - • h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. _K 9: Angle of plane of roof from horizontal,in degrees. "i" 1. s!srr I I 013:- .r ., 342.1 Mini• mum Design Loads for Buildings and Other Structures 41 4 ��. ' r , - ,ta:1-,,,N = f . 3 f. Main Wind Force Resisting System-Method 1 h<-60 ft. Figure 6-2(cont'd) I Design Wind Pressures Walls & Roofs Enclosed Buildings _ Simplified Design Wind Pressure , ps3o (psf) (Exposure B at h=30 ft. with 1=1.0) . H Zones r, Basic Wind Roof 8 Speed Angle Horizontal Pressures Vertical Pressures Overhangs • (mph) (degrees) . A B C D E F G H EOH GOH 0 to 5° 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 u 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 ' 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3. -15.1 SA 85 20° 1 15.9 -4.2 10.6 . -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 2 - - - - -2.4 -4.7 -0.7 -3.0 - - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 _ -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 90 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 .2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3• -11.4 • 2 - - - - -2.7 -5.3 -0.7 -3.4 . - - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° •1 --19.9 -._ -6.6..._._13 3 -3.8 -19.1 -12.4 -13.3 -9.5 , -26.7 -20.9 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 100 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 - - -3.4 -6.6 -0.9 -4.2 _ - - 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -6.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 A 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 - -8.0 16.0 -4.6 -23.1 -15.1 -16.0 ' -11.5 -32.3 -25.3 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 ® 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - - - -4.1 -7.9 -1.1 -5.1 - - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 A, -30.1 1 10° 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15° 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 1 120 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 L 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 - - - - -4.8 -9.4 -1.3 -6.0 - - 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 . -10.3 0 to 5° 1 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 10° 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 . -45.1 -35.3 1 15° 1 33.7 -11.2 22.4 -6.4 -32.2 -21.0 -22.4 -16.1 -45.1 -35.3 0 130 20° 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25° 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 _ -16.4 -27.8 -23.7 s 2 - - - -5.7 -11.1 -1.5 -7.1 - - I 30 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 1. 2 30.1 I 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 1 i - - 42 4/7 ASCE 7-02 11 - r vs2 = Nominal unit shear capacity for side 2,lbs./fi. 4.3.3.3 Summing Shear Wall Lines: The nominal shear capacity for shear walls in a line utilizing shear walls 0 (from Column A,Table 4.3). • sheathed with the same construction and materials, shall vs, = Combined nominal unit shear capacity of two- be permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the 'with dissimilar materials on the same side of the,wall are sum of the shear wall segment lengths, ELi, and the ap- not cumulative.' For shear walls sheathed with dissimilar propriate shear capacity adjustment factor,Co,from Table materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, v„ or vwo, shall be either two times the smaller nominal unit shear capacity or the larger nominal : 1 unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- -nal unit shear capacity vwc,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. Table 4.3.3.4 Shear Capacity Adjustment Factor, Co_-__ MAXIMUM OPENING HEIGHT' 0 WALL HEIGHT, h h13 hl2 2h13 5h/6 h • 8'Wall 2'-8" 4'-0" 5'-4" 6'-8" 8'-0" 10'Wall 3'-4" 5'-0" 6'-8" 8'-4" 10'-0" Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio • 10% 1.00 0:69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.00 0.91 0.83 0.77 0.71 90% '1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1.00 1.00 1.00 ' The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. 2 The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. 57 0 AMERICAN WOOD COUNCIL . Table 4.3A Nominal Unit Shear Values for Wood-Frame Shear Walisa,c Wood-based Sheathing A B Minimum Minimum SEISMIC WIND Nominal Fastener Fastener Panel Edge Fastener Spacing(inches) Panel Edge Fastener Spacing Sinches) Sheathing Material Panel Penetration in Type&Size 6 4 3 2 6 4 3 2 Thickness Framing v_s G_a vs G a v_s G_a v_s G_a vw v_w v_w v_w (inches) (inches) - (plf) (kipsM) (plf) (kips/in) (plf) (kips/in) (plf) (kips/in) (pif) (p11) (pig . (plf) Nail(common or 1 galvanized box) Wood Structural 5/16 1-1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels-Structural I° 3/8b 460 19.0' 720 24.0 920 30.0 1220 43.0 645 1010 , 1290 1710 7/16b 1-3/8 8d 510 16.01 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.01 860 18.0 1100 24.0 1460 37.0 785 1205 . 1540 2045 15/32 1-1/2 10d 680 22.0 1020 29.0 1330 36.0 1740 50.0 950 1430 i 1860 2435 5/16 360 13.0 540 18.0 700 24.0 900 37.0 505 755 980 1260 3/8 1-1/4 6d 400 11.0, 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 73 Wood Structural 3/8b 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 Z Panels-Sheathing° 7/16b 1-3/8 8d 480 15.0 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 15/32 520 13.01 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 0 15/32 1-1/2 10d 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 ec, Nail(galvanized casing) • -13n Plywood Siding 5/16 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 v T 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 > Nail(common or (I) Particleboard galvanized box) 0 Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 (M-S"Exterior Glue" 3/8 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 O and M-2"Exterior z 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 Nail(common or • galvanized roofing) 1 - 8d common or 11 ga.galv. Fiberboard Sheathing 1/2 roofing nail(0.120"x 1 1/2" 340 4.0 460 5.0 520 5.5 475 645 730 Structural long x 7/16"head) Sd common or 11 ga.galv. 25/32 roofing nail(0.120"x 1 3/4" 360 4.0 480 5.0 540 5.5 505 670 755 W long x 7/16"head) Na. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For �p specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. 6� c. For framing grades other than Douglas-Fir-Larch or Southern Pine,'reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. ..t d. Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement. • , i SW3ISAS ONIISIS321-33aOJ 1Va31V1 , x fi Ancuors- ,Tw - .? ,P d , . •, , - �� � <..� SIMPSON• . , .. Y vo. . .ze.`, eV.V" .�q ._ - . HDU Ho►down Strong-Tie:: `a�ER4 G Thi• s product is preferable to similar connectors because of ,«f- a)easier installation,b)higher loads,c)lower installed cost, r-W� "'tf: "' or a combination of these features. 1 ').-'° �� � ` -. Post size by 69•...••• .7. Designer The HDU series of holdowns combine the advantages of low �ID� I , deflection and high capacity from the pre-deflected geometry with the ease of installation of Simpson's patented SDS screws. — 4l HDU SPECIAL FEATURES: Pilot Holes for ,-,,I,jr„E ` III•Pre-deflected body virtually eliminates deflection due Manufactesn9•ii dt �.e 1 (' 1 to material stretch. P ripen Il ( t� i �i Pressure-treated (Fastener pyogi i , barrier may be a •.Uses SDS screws which install easily,reduces fastener slip, not required) H 1I - required and provides a greater net section area of the post •k � E ca compared to bolts. t x ��, o•SDS Wx21/i screws are supplied with the holdowns. . P ° -A _ . ,F (Lag screws will not achieve the same load. This ensures the o g ,h, , ter..,= proper fasteners are used and is convenient for the installer. = �:- •No stud bolts to countersink at openings. • • MATERIAL:See table. FINISH:Galvanized ` I. o° •••.°,o:.`:' INSTALLATION: a' _ • ` .. .....• •Use all specified fasteners.See General Notes. 120. •Place the HDU over the anchor bolt. �ti "�° Vertical HDU Installation •No additional washer required. fNI ree. HDU may be installed raised off •To tie double 2x members together,the Designer must determine the sill plate with no increase in ei the fasteners required to bind the members to act as one unit HDU deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post installed finger-tight plus%to 1/2 turn with a hand wrench,with consideration anchorage solutions(see page 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. I Dimensions .Fasteners____ ......Allowable Allowable Tension Loads t ' Model _ SPF/HF atHoldown No. Ga W H.._._8 e. osr. ur/sP Refe�--- Bolt (133/160) v, (133/160) Design Load._. • HDU2-SDS2.5 14 3 811/4e 31/4 11 % 6 2625 2260 0.017 HDU4-SDS2.5 14 3 10t571e 31/4 11/4 % 10 4190 3600 0.049 HDU5-SDS2.5 14 3 133Ae 3%4 1% % 14 5430 4670 0.061 146,160 HDUB-SDS2.5 10 3 16% 31/2 11/4- --3/s--20- - ^... ".8350- ' ---7180 0:037`-- HDU11-SDS2.5... 10 3.. 221% 31/2 11/4 - .. .. 1-....._... 30 . : 11275 9695 0.040 - N W 1.Allowable loads have been increased for earthquake or wind load durations with 3.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govern. The deflection of a holdown measured between the tc a 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown zti deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed z SDS 1/45:21/z°screws. in the catalog table.This movement is strictly due �• :_ Q 3.The Designer must specify anchor boltyr g P dytype,length and embedment to the holdown deformation under a static load a 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. t�9 c• the wide face of the column. 9.Tabulated loads may be doubled when the HDU is 1 sir; w 5.Post design shall be by Designer installed on both sides of the wood member provided • • z 6.SDS screws install best with a law speed 1k°right angle drill with a °hex head driver. either the post is large enough or the holdowns are pi „> • e° 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. "e tg 1\Et;,rb Refer to note q,page 14 for installation instructions of raised holdowns. tr 'e �;;,4 o g l h 0 R Anchor Tiedown Systems r(�I; I O 3'� The Anchor.Tiedown System(ATS)is a method for anchoring r:. shearwalls in mid-rise wood frame construction to resist large1------,. __--._-_ '� �� uplift forces in stacked shearwall systems caused by earthquakes '' ` ! li:;,.z6,..,v7_,,t,,,,,,4,-..„:.:.1 and high winds.The revolutionary ATS method restrains — ' overturning forces through bearing plates and Simpsonkm -�: . t Strong-Rod providing a high capacity restraint system far r3 � _ _ '� _ • s +PO f `I ?9 exceeding the capacity of traditional holdowns.The patented I ATS also offers Take-up Devices to compensate for wood ��--- �°I � am'-- ` C V shrinkage and settling common in mid-rise construction. I ; .,_�� __ -�- ♦ft )„ For design information request C-ATS or visit www.strongtie,corn. i ? 1*7/1 - _ Free ATS Selector I Software available Pi 35 I • O i by Weyerhaeuser 3 Pcs of 1.3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam®6.35 Serial Number: User:1 4/9/2009 11:25:18 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED . ; . , a ,o 8 12'7" Product Diagram is Conceptual. LOADS: e Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' . Primary Load Group-Residential-Living Areas•(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1993/684/0/2677 N/A N/A N/A A3: Rim 1 Ply 1 1/4"x 9 1/2"0.8E TJ- Board Strand Rim Board® 2 Timberstrand 3.50" Hanger 2033/698/0/2731 1 . 9.50" N/A H1: Face None 1 LSL Beam Mount Hanger -See iLevel®Specifier's/Builder's Guide for detail(s):A3: Rim Board,H1: Face Mount Hanger HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Face Mount Hanger HGUS5.50/10 0/12 0 No N/A N/A N/A -Nailing for Support 2: Face:46-16d ,Top N/A,Member: 16-16d double shear DESIGN CONTROLS: Maximum Design Control Result . Location A$. Shear(Ibs) 2606 -2265 9476 Passed(24%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7898 7898 17662 Passed(45%) MID Span 1 under Floor loading Live Load Defl(in) 0.233 0.303 Passed(U625) MID Span 1 under Floor loading Total Load Defl(in) 0.312 0.606 Passed(U466) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • PROJECT INFORMATION: OPERATOR INFORMATION: ®b' ' -- ROB WARREN • Matthew Gustin rPcio..0 OF 44Sf HAZARD JOB Mid-Cape Home Centers '�!' p 58 PINE LANE 465 Route 134 ej b AE. �� . BARNSTABLE,MA South Dennis,MA 02660 el TRU r !+" Phone:508-398-6071 # ? `'' 7 s 34.�:` "' '- Fax :5083984559 01"'$i ��4'' ",AAA----`9 @ p m ustin midca e.net r•': 'OISTE_ e Copyright © 2009 by iLevel®, Federal Way, WA. "i`'".te37=.w;�:+"; Microllam® and TimberStrand® are registered trademarks of iLevel®. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Program Files\Trus Joist\TJ-Beam\Job Files\WARREN - HAZARD 12FT.sms w I eve 2ND FLOOR SUPPORT by Weyerhaeuser 3 Pcs of 1.3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beame 6.35 Serial Number: User:1 4/9/2009 11:25:18 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. • • • • • • • • • • • • • • • • • • • • • • PROJECT INFORMATION: OPERATOR INFORMATION: ROB WARREN Matthew Gustin HAZARD JOB Mid-Cape Home Centers 58'PINE LANE 465 Route 134 BARNSTABLE, MA South Dennis, MA 02660 Phone:508-398-6071 Fax :5083984559 mgustin@midcape.net Copyright ® 2009 by iLevel®, Federal Way, WA. Microllam® and TimberStrand® are registered trademarks of iLevel®. • Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Program Files\Trus Joist\TJ-Beam\Job Files\WARREN - HAZARD 12FT.sms • eve v 2ND FLOOR SUPPORT by Weyerhaeuser 3 Pcs of 1.3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam®6.35 Serial Number: User:1 4/9/200911:25:18AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version.6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' •1.50" Max. Vertical Reaction Total (lbs) 2677 2731 Max. Vertical Reaction Live (lbs) 1993 2033 Required Bearing Length in 1.50(W) 1.50(W) • • Max. Unbraced Length (in) • 151 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 565 -579 • Max Shear at Support (lbs) 666 -666 Member Reaction (lbs) 666 666 Support Reaction (lbs) 684 698 Moment (Ft-Lbs) 2017 • Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2212 -2265 • Max Shear at Support (lbs) 2606 -2606 Member Reaction (lbs) 2606 2606 Support Reaction (lbs) 2677 2731 • Moment (Ft-Lbs) 7898 Live Deflection (in) 0.233 Total Deflection (in) 0.312 • • • • • y. • PROJECT INFORMATION: OPERATOR INFORMATION: ROB WARREN Matthew Gustin HAZARD JOB • Mid-Cape Home Centers 58 PINE LANE 465 Route 134 BARNSTABLE, MA South Dennis, MA 02660 Phone: 508-398-6071 Fax :5083984559 mgustin@midcape.net Copyright © 2009 by iLevel®, Federal Way, WA. Microllam® and TimberStrand® are registered trademarks of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. - - C:\Program'Files\Trus Joist\TJ-Beam\Job Files\WARREN - HAZARD 12FT.sms a a I "eve HEADER by Weyerhaeuser 2 Pcs of 1 .3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam®6.35 Serial Number: User:1 4/9/2009 11:24:35 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑ 0 b 6.5..-6 . Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2033 698 3'2 1/2" - 3-PLY 9.5"LVL SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total • 1 Timberstrand LSL Beam 1.50" 1.50" 1188/430/0/1617 Al: Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL 2 Timberstrand LSL Beam 1.50" 1.50" • 1188/430/0/1617 Al: Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL -See iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking DESIGN CONTROLS: • Maximum Design Control Result Location Shear(lbs) 1617 -1545 6318 Passed(24%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4785 4785 11775 Passed(41%) MID Span 1 under Floor loading Live Load Defl(in) 0.058 0.160 Passed(U999+) MID Span 1 under Floor loading • Total Load Defl(in) 0.078 0.321 Passed(U982) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design. loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATION: ROB WARREN Matthew Gustin HAZARD JOB • Mid-Cape Home Centers 58 PINE LANE 465 Route 134 BARNSTABLE, MA South Dennis, MA 02660 Phone:508-398-6071 Fax :5083984559 • mgustin@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA. Microllam® and TimberStrand® are registered trademarks of iLevel®. ` eve 4 HEADER by Weyerhaeuser 2 Pcs of 1'3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam®6.35 Serial Number: User:1 4/91200911:24:35AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 5.00" Max. Vertical Reaction Total (lbs) 1617 1617 Max. Vertical Reaction Live (lbs) 1188 1188 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 77 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 407 -407 Max Shear at Support (lbs) 430 -430 Shear Within Span (lbs) 349 Member Reaction (lbs) 430 430 Support Reaction (lbs) 430 430 Moment (Ft-Lbs) 1249 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1545 -1545 Max Shear at Support (lbs) 1617 -1617 Shear Within Span (lbs) 1366 Member Reaction (lbs) 1617 1617 Support Reaction (lbs) 1617 1617 Moment (Ft-Lbs) 4785 Live Deflection (in) 0.058 Total Deflection (in) 0.078 • PROJECT INFORMATION: OPERATOR INFORMATION: ROB WARREN Matthew Gustin HAZARD JOB Mid-Cape Home Centers 58 PINE LANE 465 Route 134 BARNSTABLE, MA South Dennis, MA 02660 • Phone:508-398-6071 Fax :5083984559 mgustin@midcape.net • Copyright O 2009 by iLevel®, Federal Way, WA. Microllam® and TimberStrand® are registered trademarks of iLevel®. _ ___ . --'-' 2 7— /"5 e? yam.-.-.. ��FTHE ley, Town of Barnstable *Permit# 2 DI, 3Oi U OA Fapires 6 monFFep.�pm' ate �' i :. E5S lator Services F7 P� �tg� y . uaxsTna v 16591 y��� MAY 20 2015 Richard V.Scali,Director TAB ilding Division TOWN OF BAR ,perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 9-8 Not Valid without Red X-Press Imprint 9 Map/parcel Number 0/ I Property Address Sv >/t(tr C/(J: Y� bl ntial Value of Work$ [ esfd'e gi&3ZS Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Of(.-ratty ) 7, -63 ig-AiC tv 84(A4SfYiei4,)" il)(114-6e—441- Contractor's Name SOW / 6Z 7li6-V Telephone Number pkimo-?3oHome Improvement Contractor License#(if applicable) / 7-o a. Email: 86- - G/ ' r�0 � Construction Supervisor's License#(if applicable) 0 ii/0 1 Workman's Compensation Insurance Check one: • ❑ I am a sole proprietor ❑ I am the Homeowner ik 11 ave Worker's Compensation Inssurance Insurance Company Name r/�7- _,-;—. / ' ? ()'c� Workman's Comp.Policy# �,P e s c / u 5 7 3 ` u 3 . Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) (, c17-'' ..Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of of) ❑ Re-side w • ❑ Replacement Windows/doors/sliders.U-Value (maximum.3 #of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A c t,y of the Home Improvement Contractors License&Construction Supervisors License is r ,ired. SIGNATURE: dhli(e_________ Q:\WPFILES\FORMS\building permit s\EXPRESS.doc Revised 061313 of1HE rp�� loW { 4 * BARNSTABLE, • : Town of Barnstable ArFD r�g a Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must • Complete and Sign This Section If Using A Builder I, ark/ , as Owner of the subject property hereby authorize ( i*,f .l"1 ! I(:�SO t/ to act on my behalf, in all matters relative to work authorised by this building permit application for: 5-13 Zaivve. (Address of Job) Signature of caner D to • a - Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Town of Barnstable Regulatory Services ( tHE rp�� Richard V.Scali,Director lipbT Building Division * STABLEye. ' Tom Perry,Building Commissioner \ MASS. 63f1639• 200 Main Street, Hyannis,MA 02601 \e www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name ho•e phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to inclu.'e,owner-occ Jpied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not posse a license, provided that the owner acts as supervisor. DEFINITION O. )HOME! ER Person(s)who owns a parcel of land on which he/she resides or inte _•s to , side,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use .h' or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such ` omeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for : such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compli. ce with t',- State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner" certifies that he/she understa'ds the Town of Ba .table Building Department minimum inspection procedures and requirements and that he/she will comply th said procedures and .-quirements. Signature of Homeowner l 1 Approval of Building Official Note: Three-family dwellings co taming 35,000 cubic feet or larger will be required ,) comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: ;Any homeowner performing work for which a building perm. is required shall be exempt from the provisions of this section (Section 109.1.1-Licensing of construction Supervisors); pro ided that if the homeowner engages a person(s)for hire,fo do such work,that such Homeowner shall act as superviso'r." Many homeowners who use this exemption are unaware that they are assuming the respon 'bilities of a supervisor (see Appendix Q,RuTes &Regulations for Licensing Construction Supervisors,Section 2.15) This la. of awareness often results in serious,problems, particularly when the homeowner hires unlicensed persons. In this case,oar Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On'ttte last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc - Revised 061-313 P. . • • c re Z a • . O IT'IR D •I o z tNo N 03 O • ILI E r • • 26e 11 1 iF NEW EXISTING . DRAWN BY:M.K. ua I W 1 1 U z • ILJ CI �---- ter =�; �i }_=:__ UJ -- 4 PAS __Ca �rvyaamas Iun1w..3:C R� I. SAD CO: 4 BREE2WAY - ' u.l Q S 4 p z Cl�_ Q g m - -- -- �° O O N . ZF In ID KITCHEN ` I 5 • III UNFINISHED ATTIC i i ' ! • • 3O J 90 1 tl j YO 1 90 _ >S. BAT tl2 tr • �1 1 26C wro ow Y 11/44.PI Z ii I O •_ I. 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A-5 1 I , ' I Z _ < o gw I Z , o 0 . m O F t W m 55JJ II 268 f10' I 1 I ' I ip t DRAWN BY:M.K. 2247 W ouMG �o.3c mar z -� c o c W o G 5i. no w I 6 I - �w CZ Q 4 p z2 id Q ,j m :1 Ga}-I- (; o (I Q ol r co r s-id'iro ra�ro J �.'�ro �•.• z-z jr N K i m 2 G — g,a 1 30 0 V.O. 3-0 r, t z6a Z O z ii i O 7 MOUSE Q \ MAIN c J z V D 0 LL 7(-1?''-'.•:.„ ,,,,,N eR V RZ ,�t �� 0,k • Q � � FOUNDATION PLAN \ �`G( AS/ ro I/4• I'-0. . / = OL 2 O N Hj O V - N R A-G • • • • . ' 'NEW EXISTING ,,.. . ., . . • •. . • SEAMLESS ALUM. - -- .....-......-- GUTTER - _.__..._.._ ..._.... _...._.__......... __ ......._ .___........... _._....._... ERT 1%FASCIA,MATCH E%ISnNG c _,.!• I ! 1X FRIEZE,SIZE&PTO. ���p • • 1 _. I TO:FA:CI:GEL: STING - - ARCHITECTS,INC. ` ASARIDE CAP ARIURL ASPHALT •m1> �RBJ�B•BUILDERS SHUTTERS,PTO. TO MATCH EXISTING RO S,COLOR— L� I,I I !t!I,. TO MATCH E%ISnNG 947 ROUTE 6A, UNIT 8 1X RAKE BOARDS,TO MATCH EXISTING I t .i t E 3 " f PO BOX 343 YARMOUTHPO:33166, MA 02675 1 :1 1 1 -I I L I R.C. SILL,PTO. 1. t r i t ,1 r t _ T t r. t r r ! .A tel (508) 2-88834 `. fox (508) 2-4883(lT ! 1 trt r I. t I Il, WNW.ERTARCTS.COY r -r T t t , t l t (1 I I , e • — II TI II L; to I r I t _Trli 1 F I DOOR/WINDOW TRIM, TO MATCH ' t L L EXIS NG _t t t •■■■' •it u t I . - P PROPOSED CONDITIONS . .it r`• t __ --1.1 — FOR: 11 ll 11 1X5,1 X6 CORNER BRDS.,PTD-b 1 _ .„ .. ' r 1 - _ W.C. SHINGLES — ( I J , t ,- - THE RESIDENCE OF TO MATCH E%I$TING ._I. I �) �. t . lT 1 - MR.&MRS.HAZARD NOTE: SEAMLESS ALUM. ALL NEW SIDING, ROOFING,AND TRIM GUTTER• TO MATCH EXISTING.• FRONT ELEVATION 58 PINE LANE WEST YARMOUTi'I,MA 1X FASCIA,MATCH EXISTING ---t I.,- iX FRIEZE,SIZE&PTO. I r TO MATCH EXISTING ~ fi 1 ASPHALT RIDGE CAP l.� !( : II Ip ARCHITECTOTURAL ASPHALT 1 r I� ROOF SHINGLES COLOR ! I t t t tr'tt MATCH E%ISTING 14 1 � r I RAKE BOARDS, TO MATCH EXISTING o-- • 1 1 ... i II `II t t ]- i I • / , _ t L t i _ I I t 'i t o f 1 t NESE PLANS ARE NOT TO BE USED '� _. , Ii17 Il [ rtrt :-� t ..., � IIV,I P FOR PERMITTING CON esa_ t r 1- DOOR/WINDOW TRIM, TO MATCH ED EXISTING MTH AN ORIGINAL ARCHITECT'S I STAMP ANO SIGNATURE&NARKED] 7 I _ 1 t:: • AS'PERMIT SET"OR"CONSTRUCTION SET'. L• I : II t I 1 I I' r I i. a-1X5,1 X6 CORNER BRDS., PTO. - _ t OAU. THE mEAs A MACCEYExiS.D ocsIXis AND I7"~ 1- W.C. SHINGLES • - PLANS INDICATED THEREON OR RIRESENTED i • ' _!.., t .:" TO MATCH EXISTING - THEREBY.ARE OMIED BY AND REMAIN THE PROPERTY I 1 1. I T.:.. I .I.�.. OF ERT ARCH TECIS,ML NO PART THEREOF$HP{L BE UTUZEO BY AHY PERSON,FlRY,OR CORPIXRATON • FOR ANY PURPOSE.IXLFPT MIN SPEgFlC MRITTEN NOTE: I EXISTING NEW PERMISSION OF TIE FlRM ERT ARCHIT:CIS,INC. ALL NEW SIDING,ROOFNG, AND TRIM REARA D ELEVATION TO MATCH EXISnNG. PROJECT�/: AR --.......o— ASPHALT RIDGE CAP • [ t .:. ..... ... I_ _i .... .:. DATE ISSUED: 04.27.09 REVISIONS: • L ARCHITECTURAL ASPHALT . - I I ROOF SHINGLES, MATCH EXISTING COLOR NG TO •I• t SEAMLESS ALUM. GUTTER • iviNrci_EX • \\\\ E.SIZE �',' 1X FA% TOEMATCH EX SnG • PERMIT SET 11 PROGRESS SET ••�• I PRICING SET ,...„., ",...,. .,..,...,.I ij I : PROGRES ' • i I i ������ H. ...' DR/WIN TRIM,TO MATCH r��,G/�" �" { - T f Innt I t EXISTING \LC'. l tJ/ 7 NEW EXISTING Iti Q"i \= 1; 1 r - iX51X6 CORNER BRDS.,PTO. VV C SHINGLES 1>u &- V:,1 �_ ('. _ .7_._ ,__�' t.rt.r TO MATCH EXISnNG 5 � NO I . }• 1 1 If I FD. ASPHALT RIDGE CAP D� �— RIGHT - TO MA CH IE%ISnNG.OFING,AND TRIM • l l ARCHITECTURAL ASPHALT - -- RIGHT ELEVATION ROOF SHINGLES, COLOR _.I " �� _ - TO MATCH EXISTING I I ! 4yyr� - SEAMLESS ALUM. : �.ta}� .r. GUTTER FASCIA, MATCH EXISTING - ! ! SCALE: t/4"=t'_, • 1X FRIEZE, SIZE&PTO. TO MATCH EXISTING D t 2 4 e • - UNLESS OTHERWISE NOTED. 1:: I f !. ,.1L r f J:r 1t r III I, .. rI r1.1_ � • SHEET N0.i - t . • ! 1 IDOOR/WINDOW TRIM, TO MATCH I-1 ( f1 .. I A.3 a' I r 'L I I f t f 1 EXISTING ELEVATIONS R.C. SILL, PTO. t w• 1 f 1 ( I t t I I:7 It II '._t t 1r1 T It 1 r t r ,.1, 1.:- t I fl i't t lrl I • 1( r r TOTAL NUMBER OF SHEETS 1%5,1%6 CORNER BROS..PTD t .I t t r t i. t" IN SET: I 3 W.C. SHINGLES 1 i I t II t Irr r Il I I I TO MATCH EXISTING ;tt_.f ! i ,,_.f i II... i t."_,1"r r r t f.:f t r r 1.II t ,:^f'1 "I 1 - f I• II I • THIS SHEET PINVAELID • PERMIT SET• J T• •09 u"WORK GE DRAWINGS BY NOTE: ALL NEW SIDING, ROOFING, AND TRIM TO MATCH EXISTING. LEFT ELEVATION - . • . , ... axa... • • . . • ERT " , , . POSTP.T. ARCHITECTS,INC. — ' 3"MIN. - SIDE_ C8044-SD52 I 2X10®16"0.0 T COVE POST BASE o 2X10®16"O.0 2X10®16'O.C. CONCRETE ��� �� Q ! l, OTON 947 ROUTE 6A, UNIT 8 ARCIMICIS \ � PO BOX 343 CO r t, YARMOUTHPORT, MA 02675 A.2 !. a a;'"`'` 2<1? EDGE BOARD (508) 362-8883 fox (508) 362-4883 N - \. j Mwx.ERrARcwlECTscoM _ \ \ \\ PROPOSED CONDITIONS \ CB044 SD52 POST BASE \ INSTALLATION`PERSPECTIVE .' + FOR: \ ��� THE RESIDENCE OF \ \\ MR.&MRS.HAZARD ,;�� \� ,\\\\�\ \ e POST BASE @ SONOTLJBE ROOF FRAMING FRAMED ROUGH OPENING 2@2X BEAM ASTu A.ro7 Au TNREAD Roo "I 58 PINE LANE T/B•xr-o•w/oouBLE Nur a WASHER FOR A PULL-TIN ATTIC STAIR SCALE: 3/16"=1'-0" • CONTRACTOR TO COORDINATE WEST YARMOUTH,MA EXACT LOCATION W/ OWNER 4"X4"X1/4" T.S. STEEL POST I ;� P 202x10\ BC4SS POST CAP 0 ,` 2®2X10'S © 5 z 2®2X BEAM 2®2X10'S cc - o .o. 2X10@16"0.C.� ' <2X1O@16"0.C.p rc� BC4SS POST CAP _ c 2®2X10P T._._FLUSH.BEAM _ - A w TY _ oR CO I_ _ TOR PLANS ITR ARE O NOT TO BE USED A.2 I v FOR UNLESS STAMPED a SIGNED Iy NMAN ORIGINAL.ARCHITECTS STAMP \ < -E-4X4 P.T. POST AB INERT. °°^A«S TAU °^° T. �, .... .. .... . ... \. L R ERT ARCHITECTS INC.THE MAMBOS AND TIT- \NYF TIE IDEAS, RRANGEMENTS.DESIGNS, X 2®. `:T� FLUSH BEAM �� �J PUNS INDICAIEDATHEREON OR REPRESENTED D C7 L I \ 6 EBT ARCHITECTS.OWNED BY AND REM.UN INC.NO PART 1NTHE EOFRSHEART LL ® FRONT VIEW SIDE VIEW THRU BEAM BE UTILIZED BY ANY PERSON.FIRM.OR CORPORATION FOR ANY PURPOSE EXCEPT NUN SPECIFIC BRITTEN 9 POST CAP DETAIL PERMISSION OF NE FIRM ERT ARCHITECTS INC. PROJECT SCALE 1-1/2"= 1'-0" T #: • i"\. .\\om - \$>`'.. "Y. 1��\. ''''' ' ":"" '1 • DATE ISSUED: 04.24.09 / 4"X4"X1 4" T.S. STEEL POSTS I e•. \ \ ASTM A307 ALL THREAD ROD e `\\�'\\ • • • • s REVISIONS: —7/8"X2'-0"W/DOUBLE NUT&WASHER STORAGE/WALKWAY FLR FRAMING e 26'-0" SCALE: 3/16 1'-0' y 26'/o" * 3'-0" .'" , ., i• • --- ---- \ \ 4"X4"X1/4" T.S.STEEL POST-" \ Q 4"X4"X1/4" T.S. COL. ® ' VIT ® PERMIT SET O PROGRESS SET CONTRACTOR SHALL PRICING S.le;- MAINTAIN 48" MINIMUM BROSCO FOLDING I PRO `- A� FOOTING COVERAGE w AR 10"DIA. SONOTUBE H_ STAIRS"EXCEL" !yr.: 'y L ry l�l W/BIGFOOT FTG. 1, m mo 3 1 2'S0.P.T.SOUD WOOD g �f F Id 7'-0" 7'-0" 3'-3" POSTS TO SUPP%RT WALKWAY �os �1T r6���,'1,w o a ROOF,CASED 1X M T 8" THICK POURED CONCRETE to 7-0" 7_0" TRIM 7-2" FOUNDATION WALL W/10"X20" �_._. ...__.._,_....-.. ,____..,.-� ._._..__ .. .. ¢ m /+ i + Oa i CONC. STRIP FIG. •• - j .�! .- .� ,% - (13 : 0 PROVIDE 30#5 BARS CONT. �- - •-- - - 0 C 0 .•-- .� Pt W c IN STRIP FTG. WI KEYWAY. \ i • '►QUTH PORT, 4i FINISHED COL. SIZE, T.B.D. j o NEW RISER TO -®'o — I co + " GARAGE SLAB n MATCH DEPTH N 2 CAR GARAGE ' COVERED • \Qy �i+ . sJ/ OF ECIST.G '\ �06 SINGLE—o <" V+ DECK d WALKWAY 1,,`� PITCH 1/8"PER FOOT I I PI TOWARDS DOORS FT . RISERS UP — BEFORE \ ` �7�j�T�7R�.. PSSP d TOWARDS DOORS b " \ EXISTING NG i ' • } _ I PITCH SLAB 1/8"PER I "\. rr}}�� //--�� (� b d 2 • BACKFILL W CLEAN 'WI .. ........... V...... ." ...._..... Q.I.. :Q.',;Q I. �� COMPACTED FILL - YN :a , 1 DECK \�\ ? SCALE. 1 4 •. © OUTLINE OF I z �� \P MI MIIIMII NEW COVERED • 3� 1X4 MAHOGANY \ .,® WALKIII' `\\\\\ 1—II DECKING FRAUD CK� \ 0 T 2 4 8 \\ LLLL �iW P• .T. DECK FRAM'G TOP OF WALL v `"' < ���\� UNLESS OTHERWISE NOTED. 12"DROP DOOR OPENINGS 0 °' OUTLINE - zi. aj OF EXIST'G o �= m P SHEET NO. 4"X4"X1/4" T.S. COL DECK k STAIRS ''\ ti.. :'\\ \' FLOOR PLANS& • K w�: \\\ x\`I L\\\\:�..\\\>,�\\\i, \ FRAMING PLANS 1 l •l, \\ ''\\ 4"%4"%1 " 7.5. STEEL POST >,, \,\\,`. •�, ,.� \\'` ` —� 9070 OVERHEAD DOORS 9070 OVERHEAD DOORS , \` \ TOTAL NUMBER OF SHEETS _ \, .,, IN SET: _ APRON 2 +2-6 + 9-6 9-6" +2-6"+ 7-4" + 1 ,, 2-9 . 9-0" 2-6" 9'-0" +2-9" , THIS SHEET INVALID FOUNDATION PLAN FIRST FLOOR PLAN PERMIT SET 04 24 09 UNLESS ACCOMPANIED BY • A COMPLETE SET OF • • • WORKING DRAWINGS TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS &NO4L-LOADBEARING WALLS • REQUIREMENTS AT EACH END OF HEADER TABLE 6. TOP PLATE SPLICE —F-v' • ERTHEADER SPAN (FT.) MINIMUMHEADER NUMBER OF - BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE(FT.) - _ TYPICAL WALL NOTES- L >W'! 6 MIL POLY VAPOR BARRIER NOTc FOOm¢SHAL BEAR oN COMPACTED GR,ANULR au orsSIZEUPLIFT(LB.)LATERAL(LB.) N TURA.urAIs1URBEO ORARuuR sass FREE O cur.PEAT. FULL-HEIGHT STUDS 12 1 16 120 124 1 28 1 32 136 140 150 160 170 180LOAM.TECETA1DE OR ORGANIC MATERIAL NOTIFY ARCHITECT COORD. DIM. W/ SPLICE LENGTH r.,;('-',.. 6"COMPACTED FILL— IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. - TL T.� ' HEADERS IN LOADBEARING WALLS (FT•) NUMBER OF 16D COMMON'NAILS PER EACH'SIDE OF SPUCE DOOR LOCATION ARCHITECTS,INC.5/8"DIAM. 12"GALV, ANCHOR 'A-,.. 11`I 2 _ 2-2X4 1 277 132 2 4 6 8 8 NP NP NP NP NP NP NP NP BOLT®4"-0"O.C. GARAGE DOOR I,,, � 4"CONC. SLAB- ARCHUBC19•WTIDQOAD®@611.3•IRM.DELS 3 2-2X4 2 416 198 4 4 6 7 8 10 12 14 16 NP NP NP NP SILL SEALER .f - Y-0• 1 1/2'X1 1/2"X1/4" 4 2-2X4 _ 2 554 264 6 4 6 7 8 10 12 14 16 20 24 NP NP � \ GALV-ANGLE W/#4 2®#5 BARS, TOP&BOTTOM it ANCHORS®3'-0' 947 ROUTE 6A, UNIT 8 5 2-2X4 3 693 330 8 4 6_ 7 8 10 12_14 16 20 24 28 32 I P O.C. MAX. PO BOX 343 6 2-2X6 3 831 396 + TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION FINISH GRADE: FILL&TAMP Ii -, YARMOUTHPORT, MA 02675 NP= NOT PERMITTED AMERICAN WOOD COUNCIL, 110 FOR 1"/FT. SLOPE,5'AROUND II 7 2-2X8 3 970 462 FOUNDATION. I( . ti. LME --t tel (508) 362-8883 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS. L`' •— 8 2-2X12 3 1.108 528 110 MPH EXPOSURE B WIND ZONE, - . . -"I .— —. -'F 1., y fax (508) 362-4883 TABLE 6. TOP PLATE SPLICE II-1111=1111—IIII- g 3-2X10 3 1,247 594 =IIII—IIIIIIII �„ wwa.ERTARCHITECTs.cou TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES V 10 3-2X12 4 1,385 660 II .WALL HEIGHT(FT.) - =IIII—IIII IIIt. ' 2X4 KEYWAY •• 11 4-2X10 4 1,524 726 =IIII—III=IIII— _ '' HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATES' . . STUD SPACING (L6) 8 I 10 I 12 I 14 I 16 I 18 I 20 I I—I I I—I I I=I I I I= •0 .O I I I I IIII—IIII—IIII—IIII ' • - • • .. .... 2 1-2X4(FLAT) 1 60 132 PLATE-TO-SND -. Na OF 16D COMMON NAILS - (ENDNAILED) 2X4 KEYWAY _IIII—IIII_ - •y III—IIII—IIII— \ 2 0#5 REBARS CONT: .. , I••• •.'' //`// PROPOSED CONDITIONS 3 1-2X4(FLAT) 2 90 198 12"O.0 127 2 2 _ 2 2 2 2 2 II—IIIJ—II . I —IIII=IIII—IIII- ,,\/\K 16" O.0 169 2 2 2 2 2 2 2 30#5 CONT. BARS _IIII=IIII= y' . ' .III—IIII—IIII—I a 6" COMP. FILL•\/\\//\\/\\\//\\/\\//\\/\ /\\/j�\\/\\%\/ FOR: 4 1-2X4(FLAT) 2 120 264 \ \ \ \ \ \ \ \ 5 1-2X4(FLAT) 3 150 330 24" O.0 253 2 2 2 3 3 3 4 IIIII— O O`. O —IIII—IIIIIIII _ /\// // // // / / � \ \�//�/ BOT. OF FOOTING • ' / / / / / / / / / 6 1-2X6(FiAT) 3 180 396 + TABLE TAKEN FROM- AMERICAN WOOD COUNCILER1AASSOCIATION •MINIMUM. GRADE =IIII—IIII • ' T_ • ' " .,.'IIII I II=IIII= \\\/\�\\//\\\\\j\\�\///\/// ;�\\��\\�j\\//�\\� THE RESIDENCE OF 7 1-2X6(FLAT) 3 210 462 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, II IIII= -cr—• ••III-e_ i 11-gI_ t1 till-IIII' •�� MR�G NRS-HAZARD MAIM • 8 1-2X6 (FLAT) 3 240 528 110 MPH EXPOSURE B WIND ZONE. • TABLE 8. WALL CONNECTIONS FOR END WALL ASSEMBLIES O GARAGE SILL DETAIL GARAGE APRON DETAIL 9 2-2X6(FLAT) 3 270 594 /� 58 PINE LANE 10 2-2X6 (FLAT) 4 300 660 SCALE 1-1/Y=Y-O' �••• SCALE,-,/r-r-o- WEST YARMOUTH,MA • TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION 11 2-2X6 (FLAT) 4 330 726 AMERICAN WOOD COUNCIL 110 12 2-2X6 (FLAT) 5 360 792 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, , 110 MPH EXPOSURE B WIND ZONE. 411 BLOCKING AT 24" O.C. - re i 1 FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES, TABLE 9. WALL OPENINGS - HEADERS IN LOADBEARING WALLS& S�4' _ 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) NON-LOADINGBEARINO WALLS • TABLE 2. GENERAL NAILING SCHEDULE ® I 11/1 M ® 1 1/T JOINT DESCRIPTION • NUMBER OF•' NUMBER OF • �' It 3/4"X8"X12" - ■ . ' COMMON NAILS' BOX NAILS NAIL SPACING' ROOF FRAMING .. TOP OF FOUNDATION i - 3/4"BASE i 1/2- BLOCKING TO RAFTER (TOE-NAILED) 2-8D • 2-10D EACH END SIDEWALL • • 1 1/2T , MI ler. RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END • • T S - - 1/4"LEVEUNG • • 3 4"GROUT C WALL FRAMING - - .. .: - ..'. SIMPSON • • / - THESE PUNS ARE NOT TO BE USED • TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D AT JOINTS • • 2-16D COMMON D D. FOR PERMITTING OR CONSTRUCTION HDUB f NAILS AT 10"O.C. Q' Q SHOP WELD 3/16"FILLET PURPOSES UNLESS STAMPED R SIGNED STUDEATO STUD (FACE ACE-N 2160 2DD O.C. ALONG O.C. HOLDDOWN ALL AROUND, TYP. wilt AN ORIGINAL ARCHITECTS HEADER TO HEADER (FACE-NAILED) 16D 16D 16" . EDGES A - • STAMP AID SIGNATURE a MARRED AS'PERMIT SET'DR"CDNSIRUCDON BET". FLOOR FRAMING.'. .. .. ,. . .. .. '. .. • •.•. '. • .. • • • IJOIST TO SILL TOP PLATE OR GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST • Q 11, D BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END ASTM A307 ALL THREAD ROD 02009 ERT ARCHITECTS.INC.THE DRAWSAND - BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK y 3/4"X2•-0"W/DOUBLE NUT&WASHER Au OF THE IDEAS.ARRANGEMDITS.DESIGNS.AND LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16D 4-16D EACH JOIST PLANS 1NOGATED THEREON OR REPRESENTED JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-10D PER JOIST CORNER STUD THEREBY.ERT,ARE OWNED INC.AND RERAN THE F SHALL BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST E•ERT SO BY ANY E N. um, R CORE SHAM PLATE ® BE Unu1ID R ANr EXCEPT.rum,OR mRPIDTTEN T1ON BAND JOIST TO SILL ORTOP (TOE-NAILED) 2-16D 3-16D PER FOOT TRANSFER TO FOR ANT PURPOSE.EXCEPT RTN ARCHITSPECTECTS. C.INC. , TRANSFER SHEAR D' �Q� '..D :Q ' PERMISSION OF THE FIRM ERT/JR011TEC1S LNG .ROOF SHEATHING -. - ,. : ... . I WOOD STRUCTURAL PANELS PROJECT #: • RAFTERS OR TRUSSES SPACED UP TO 16 O.C. 80 10D 6 EDGE /6" FIELD • ISSUED: 04.24.09 RAFTERS OR TRUSSES SPACED OVER 16 O C. 8D 10D 4 EDGE /4" FIELD \1P ® "a D - Q GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 80 10D 6"EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 80 10D 6"EDGE/6" FIELD -•"`i ® • REVISIONS: GABLE ENDWALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS 80 10D 4"EDGE /4" FIELD rn •CEILING SHEATHING - - • • .. '. • CORNER STUD HOLDDOWN GYPSUM WALLBOARD 50 COOLERS - 7"EDGE/ID"FIELD SIDING(SEE ELVS.) j 3 DETAIL-3 STUDS WI BLOCKING O TYP. BASE PLATE DETAILS WALL SHEATHING .. . "TYVEK"HOUSEWRAP K' .. • .. SCALE 1-1/f•=1•-D- Q WOOD STRUCTURAL PANELS 1/2"CDX PLYWOOD ( W STUDS SPACED UP TO 24"O.C. 80 10D 6"EDGE/12"FIELD 2X4 0 16" O.C. I 1/2" AND 25/32"FIBERBOARD PANELS BD' - 3"EDGE /6" FIELD R-13 FIBERGLASS INSUL �`✓"`' 1/2" GYPSUM WALLBOARD 5D COOLERS - 7"EDGE/10"FIELD 6 MIL POLY VAPOR BARRIER 'I"` V 15#FELT PAPER PROGRESS TSET -FLOOR SHEATHING. - . - : .. '�:-:.. ____ 5/8"CDX SHEATHING G S _ .. . 1/2" GYP. BOARD PRICING ARCHITECTURAL ASPHALT ROOF SHINGLES WOOD STRUCTURAL PANELS ..^ MATCH EXISTING ROOF COLOR A.l'RED ARC/ '.:•. 1" OR LESS 8D NOD 6"EDGE/12"FIELD 12 2X8 RAFTER TIES®16"O.C. 12 G\ ��1. C -` GREATER THAN 1" 10D 16D 6"EDGE /6" FIELD 9+/-7,p�' 3/4"PLYWOOD SUBFLOOR ?aio—19+/ f Q•� QL�B �fl Y 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. TYP. EXT. WALL DETAIL NOTE: •11-s- UNFINISHED �s Pq --- -- If� , - "{ CA is is II ii ii is __is ii A{{N NEW SOFFIT • NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT SCALE 1-1 Y=1•-0' W/DOSING STORAGE II _ _ )CI W t. • " - DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. O / :,.- -r �")'i J 1 _ 1 �J; i r t> f:;x : I ii I !: " ,.. OARMS AH PORT, LJ. • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL. 110, I FASCIA—� •.•.i.,JJ.-.-\'�'- ... a�..:f°ex.',,@k�fbt ..?f?I?';�3(If .i..,,1..,y,},A.';J. `14s ^r, CO GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WINO ZONE, 1%SOFFIT ti a—W10%45 STEEL BM '* TABLE 2. GENERAL NAILING SCHEDULE ASPHALT RIDGE CAP I tX FRIEZE /- R-30 FIBERGLASS INSULATION 1 '• `\4v•• .�L ,••.' �� "'. • ROLL VENT -+- I,__ ___ a Q "RV'�t gp- . RIDGE BOARD n 2 CAR GARAGE n 'COVEREI? ` 3/8"WEB STIFFENER ONE SIDE (STRUCTURAL SIZES o • / lE'1/4... -• © WALKWAY MAY VARY) i I W10X45 STEEL BM \ NV - T>O ASPHALT ROOF SHINGLES v\ O 1 2 4 8 6"COMPACTED FILL --- LANGE 1/2" CAP PLATE W/ T :� 15#FELT PAPER a ! _ CONC. SLAB I ,,u ;(I t( � � UNLESS OTHERWISE NOTED. (g")4 3/4"DIA. O,(.TS A325 •" "` 5 8"CDX PLYW00 \`' ............:........._.....:......:.:._.... ... ... ... ..,._._............._V.........,.:......,.........:..... ...J................ ......,....._.:...,;:I,....,.L.....,i:.s:a.:;I::::I r.I:i:.�la:::::: SHEET NO SHOP WELD 3Pfi FILLET �I / �c I I I III ALL AROUND TYP. I T3.: 3®2Xf PT STf.L V!/51CL.5EP•LER t 'i I, t' €I':.'t W/ 261/2"DIAMBOLT TOP .A325 TO FBOLTS RAFTER VENT .:i j 1, ] I:.' T .II tl Ii 1 T II..I, �•� EACH SIDE. �/ \\ I. AL ', .. �� ' 1 .I 8"CONC. WALL _. NOTES L'S ° DETAILS WELD COLUMN TO TOP -I - �,...• +• PLATE AND PLATE TO BEAM TRUSSES BY MFR. .................................... PROVIDE 48"MIN. FOOTING COVERAGE IIII. III f"�. i;l -- "-- -- TOTAL NUMBER OF SHEETS TS COL .I ; L. L,.'1.; 1, ir.i: ........... IN SET: A-SECTION THROUGH GARAGE/WALKWAY THIS SHEET INVALID RIDGE VENT DETAIL SCALE: 1/4"=1'-0" 2 UNLESS ACCOMPANIED BY TYP. BEAM TO COL. CONNECTION 7 SCALE 1-1/z •1_U A COMPLETE SET E 6 SCALE,_1,z PERMIT SET: 04.24.09 WORKING DRAWINGS