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AST-0454-2018 ,111111111kTOWN OF QUEENSBURY r', 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-0454-2018 Date Issued: Monday, July 30, 2018 This is to certify that work requested to be done as shown by Permit Number AST-0454-2018 • has been completed. Tax Map Number: 309.14-1-44.2 Location: 9 RIVERSIDE DR Owner: Sara Pearsall, Adam Pearsall Applicant: Sara Pearsall This structure may be occupied as a: Shed 312 s.f. Cross Ref. Z-AV-36-2018 Approved by ZBA June 27, 2018. By Order of Town Board The shed will not have a garage door on it. TOWN OF QUEENSBURY Additional Note: Solar Panels will be installed on the shed roof(see separate per for Solar Panels) Issuance of this Certificate of Compliance DOES NOT relieve the r property owner of the responsibility for compliance with Site Plan, (#7 4 ` Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0454-2018 Tax Map No: 309.14-1-44.2 Permission is hereby granted to: Adam Pearsall For property located at: 9 RIVERSIDE DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Sara Pearsall Shed<300 s.f. $8,500.00 Owner Address: 9 Riverside DR Total Value $8,500.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Garden Time 652 QUAKER RD Queensbury,NY 12804 Plans&Specifications Shed 312 s.f. Cross Ref.Z-AV-36-2018 Approved by ZBA June 27,2018. The shed will not have a garage door on it. Additional Note: Solar Panels will be installed on the shed roof(see separate permit for Solar Panels) $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,July 13,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ury; rida 1.'13,2018 • SIGNED BY: < for the Town of Queensbury. Director of Building&Code Enforcement E V/ I ffice Use Only 04,511_2_0i e ACCESSORI RJFr 2018 'Ulm it ft. 16c PERMIT APIk CATION: Pdrnit Fee:$ 7,3 , 00 Town of Qyeensbuty TOWN OF OUEENSBUR 742 Bay Road,Queensbury,NY 12804 BUILDING&CODES Invoice#: Dtp5-69 P:518-761-8256 www.queensbury.net 3(0, Project Location: ct R;tecrf;o1-e Pr; Tax Map ID#: 301, 11-1 l — Ili 1— Subdivision Name: 6-'item.SFO-LIS torStxba.. Trt,s (-0 CONTACT INFORMATION: VA?. 4, et C- • Applicant: v01-90 d- Name(s): A a vn ots41 5' I rot Peata 6( 1( Mailing Address, C/S/Z: c1verf tote Pr. , ee rts44 211.? 14^61 Cell Phone: ( ) 716 iftrY Land Line: '1( ) a-2_/1-/ Email: 4nal95' il e rti Sele gisj 4,1 1 . • Primary Owner(s): Name( ): Ark ‘ei —c/kfik Pe(11;c OL‘ I— s. Mailing Address, C/S/Z: akAtkr, SmNe—Ca!? CipPAI-cckA..7k Cell Phone: ( ) ' Land Line: Email: • Contractods):- Business Narne: /A FK St6 Contact Name(s): Mailing Address, C/S/Z: G'Sg. ( ke../ (0k), ravic u,r Cell Phone: ( ) Land Line: ( 51R ) Email: • Architect(s)/Engineer(s): Business Name: C --(\ein /{-1 p Sp(a ) Contact Name(s): ' Mailing Address, C/S/Z: (fiL4 /\11/1\1,) 4, s Cell Phone: ( ) Land Cine: ( (-) ) l .-ZWtok Email: Contact Person for Building & Code Compliance: A Jam owl Sof& Peet rstdi Cell Phone: ( c(dc ) 161 461 Land Line: ( 5 )of Email: RI ap:son e_,_cryme_ cowl — , . . Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 • — +: PROJECT INFORMATION: ;i. ;; ;% ! , s .i TYPE: Commercial )C Residential WORK CLASS: Deck,Open Porch Solar Panels(w/o rafter upgrades) ' Carport . . : _Cell Tower X. Shed Pavilion, Pole Barn,Canopy =:Dock . . _Gazebo _Detached Garage _Boathouse(with or w/o sundeck) 3-Season Porch Other(description: SQUARE FOOTAGE OFSTRUCTURE: 1st floor: 2 7( 1— 2nd floor: U . Total square feet: 31 L ADDITIONAL PROJECT INFORMATION: / can tple d C.hef t(4l; � Cs14r' l0�1h�`S)"" It,6.°o<</G 1. Estimated Cost of Construction:$ 711f'4`" / �r ,1 2. If Commercial project,what is the proposed use: /�" 2. 3. Are there any structures not shown on the plot plan? YES V Explain: mem CJV' 1104P 4. Are there any easements on the property? YES NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12-month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: - _ _ PRINT NAME: A014 E Petwed SIGNATURE: C/% DATE: MU( 2-C/17 Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 • PROJECT INFORMATION: TYPE: Commercial X Residential WORK CLASS: —Deck,Open Porch Solar Panels(w/o rafter upgrades) —Carport Cell Tower .(Shed Pavilion, Pole Barn,Canopy Dock Gazebo —Detached Garage —Boathouse(with or w/o sundeck) 3-Season Porch —Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 31 — 2nd floor: Total square feet: )1 1— ADDITIONAL PROJECT INFORMATION: << ) fhe) }` u C;hC!aclr cfgr> 1. Estimated Cost of Construction:$ / vE I 2. If Commercial project,what is the proposed use: pp__ s� 3. Are there any structures not shown on the plot plan? YES NO Explain: ki a y iL,y �(ir r5 — ASS lit? 4. Are there any easements on the property? YES elr)0.\ DECLARATION: • 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. • 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: / I�``� '°I .; Feci "jet I SIGNATURE: -'61 //�°` DATE: 1_611 Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 45r #05•4,)-oloso . . . ..: • i _..._......,..... ........ • ,....„,,...„......__ . , , . • ..• . . . • , . • . . . . . , , . • • •• • . . . • [7 • . . • . . . . . • . _,.FL1'.....D 150..111.E s-Tsar,iTYP,). ' ASPKALT 3NWGLE$1'JAR,S). • -S'4-P:.Y PL"6002 ROOF SI1E4THING +'^.s.RAFTc73$a:S"CC. '4'd-PLY PLYWOOD ROOF b4EA'"^I(,'G , • .t 1- NSE 9'.O.C.3PAG!NG=GR'i,4.DE LLY:T3 iN '�F T'.EE a 90�D.C. '{! 4 Ci a S-UwERE G.RUIND S• ,NOsi LOA4'S>55 P5<:. NOY-:COLLAR TIES iNSTAG1 0' •- '.N 7 • 'let.RAFTER GABLE vE.NT ..-I i11AT1 tGb'DR LONGER OHL�'. 1 1 "• i• 1 ff ' OVEREPAG, (19O'N S4PSi 2{i RAFf-P2S a 10,'O.C.. • 1 I { j' I t YY '' I 1 T...) t ;' :t ; POOR IOPTIGNAL:. E'r p,G.bPAC:NG+TOR i r.T P f :1 I 1+"i!p:'V.T.bMREG+O}i5'LLti+.-T.c.'. ...''•• J_P='MOpG"PAIGONNECTOR• - i 5E2 a,TN1.15FTERD OLP AP c`.>55 -• : .. A°E'+ALT ( 7 J- 1 11 j .'i P3,-: f fF•r�i E51 .. V , �I GON4Ec1161 DETAIL--' ,5 •' • CR P2A_INSTALLED PER 1 'i I t 1 ! J.I j i Y.LTNUF.SPELL(CAPONS, �" f T I I i 7 I I 1 r 1 ''' 1x-'CG:BLE iG?PLA;'_ .NOTE,ass OCE fJi CONNECTOR : ' ' ' ' �-y AT RA�.ERJPT ATE CONnEOMON I` I ' I I(� A!OMWtt PRIo FbfaE i1. �` EYERr d'•D`O.G.. I tt Ri• i���" f -"' ' .F, ° 1 _ :J ;lt' I 'AJi7.PAsc'a<EYF'^ I. I U . I" • . ix=TOP PLAT_= � I I I ! I I I y ,( Q iaaav OYUNITS Q i` -'7x3 R.ut sTuo' I .1 I �' ? I • , i I I i" 4'0,:41,44, c, n ! 1• R�1E i ER TQ P �l � I r -' s4:'wa-$iLP} 1 I • CONNECTION DETAIL �i I I /—r l f I — fI' . • • SIPMGcvARiES -1 ! bC,4i_�:I"k!'..pu. ,OOCR<W' 71L']CAT.CN... ! I w I- 'I - ,i ..[ `' L__Al,:__t iI. 1 ii VINYL: - - N - O N L h'.54E4THi�G (. s Y�_aw SIZES cvARl s I ' '. Gg /6`•*;1 a:Pl : 3 ? t i—... Sie S•?_Y PLYW OCG FLOOR• • [ _ •• :I NOT_.T)IE USP•Y,FA!GO;NNECTORS ! I �SIO�ks I 1 I f �` I I Iz<,SOLE PLdT6. I f{ ARE Wd"YJITtCY TO i1+c 8TdkOARD' NAR7bl\ I!'' - ,c,�. I'} �� �J.''. 1. RAFTER TO TOP.PLATE FASTENERS I I. 7 i I !i ` .. -. Ito C.' WHICH ARE i3)IOd TIAS TOE 14,1...` J ^^-^-^ :,iRIX1CH THE RATTER T,ITO-H£PLATE. — —--- _J t :,t4 P.T.FLOOR JOIST}a 1a O..^-.-•• '� ... —w< r. v-0^Co 4ENG-,E\GTU rv&R:ES) 'i S'•0`TO'4=0'WIOT!1 WARMS, I1, !''O-C.lL`d GV-J21.F-,M1D I ' 'r - -,— 1' .. ,•--•'•1 ?'GOr�v'S}bEp:, 'O`'rO e4'-0^iIiDTNt AR!E',: 3"<PR-E55URE TREATEO SKIDS— FRONT EI..EYATICN 8(1�E'?LE1!ATICi1 Cf�'OSS S'ECTIO'N ' • f • I �'Ati 0':NG GO✓E$: .DESIGNED)N A^..A.GROANC£UATJ ASCE 1-OS AND. .',.! ALL CONSTRUCTION SHALL COMP,-:L TT+THE 1010 RESIWEVTi4L GODS Op'NEU'YOR4 STATE •• 001.14RSTENTS 0-1.0?ND aLL APPLZA0565_ATE. -ALL WGGG TO BE SP..T'OR SPF'Y2 ' I - .'6 W GE ' i, • COUNTY A,P.LOGAL t�.ILC 5 CODES OR REG4_ATIONS .ALL IHEA NING TO 5E b"ET.,GRADE. ' • INCLLOIAG 11UT NOT t.nrea,0 THE FOL LNGT :RAC ERS$4A!3,dE NA;LEO TO TOP PLATES WITH 44 TCO'13:3IDENTIAL coos OF NEC YORK STATE AN^J)OR (Si 10d TOE HAP-5 1511.T 1• ^. A "-'.I:N Gtl 4 1"4 P.T.FLOOR A$AN£nOED OR APO�''Ep 9T LOCAL."Ik:CIPAL -ROOF SHEATHING 8H LL SE W. -1r�_ s '451-iOR!'Y N ���� 'RPO"12AEtc`R6lTrPJ 4'-RG✓r,43101b:1"P.; .'015T51TYP.: • PER FOOT 0,:5NC1T(<AT 11-PANE:.EDGES,3J ba �l 9' .:"iE KAILS PER FOOT AT AL OTHER LOcAtioN6.' -bA pO.LaL`c TOT+=:-ATE' _ Art C.CUBLE TOP?WT2 r • I • 14 A., EN3Tl°`Jtlq'G NOTED :l4LL-ME4iHMG S'+AL45E SEdT2_N WITH tI/,Zd N4::S. ,!T):MA.:EAGER • MI uEAPr�2' 6GID R';P.iJ�, '0'4" THEE DRAU,TNGS ARE TO:�JJS;-.p ONLY AS.'?, PER FOOT.FOR LET,TO CC MR-1 WIND 3P.E`� (� p �'I li ,Ax Fe,9O✓'SFJ '_fH=i(.P 1%�EFJ •ARC4riEGTURAL cans POR THE GONSTRUGTION 4N -Mpx,.GES:GN WIND SP O I$120;1P4 - Q G, .. !^� 8'• .^.'.WIDE ..•T<IIS PROJECT':HERE HA5'NOT BEET:ANY MECHPNICAL. •ASGU,SO WMD LOAF E5PO6URE CATEGORY B ! 1 II ! ELEOPRIC.RJ.CR SIT£E1'C`1EE.R1,1G PE0EORti FO^R =4<,PES S,..PROUND SNCL'LOAo,,IS 15 PSF,ASs.$?NG I - i ' I. '- qj•^"'-"-" •' Tu!5 PROJECT.IT 1NAi.L10°THE REaCON5i0i0TY OF' E'POSLLRE 5 iS 1.0.L'e'S'2.•EREO OONOITOYS, 1 ' ' I III{'_J' I G� C.1` :LICq' t, 2.IC.i`:-,. '='t' . . • ENGINEER-.OR G5TA!N JE51GN-10.1,TROY.AvCENSED: /1,005'FED.ANp!'O.BO i • '�i i�1,-- 'I I -4 Jr- {..- 'T•.. ��• ' ENGINE=OR TAESP.SYS-51S.ENGWEER•TIL SPELL -FLOOR LIVE LOAD 100-PSF • �—'!— -¢ .^i,3.JAGK STJG -1 ly.-0.AG:C 51L`G • �.',yl .. • ' • CAnFORrt Wiiry 1'L AFPaG.SSYE LOCAL dNDiOR --.. . 5'ATE 2Ufi_DLNG CP7ES AnO REfi"LATIO\S. 0045ULT'EONh'�G:;,pEPtiR;MEND FGR P14054T T 7 i � I' -.,3 ST' `�. ! 2r.3.500 k, . - ,yA, �y. bTRCCTL 0 StW,1 ES:1/514LLED O V A'PROF>£RLY FLdCEMENT It,:yPo6Ur2 0 41�:CR 3"lO.ITCRN I I !I '.��I' I I • - "04" '-1.,... Y•10:�' =:0%a a PREPARE&+6GFiAGE.,3O:L 5'eAR:NCy CAPACITI'SU.S,:i CESRS REGOh6 ! Li 11 .-y3 SOLE F;,.eTE J -1,«SOL PLAT= '.(_WIDE Sr OAPAE.L OF S'JP'?ORTNA A TOTAL SERV:C / :MAVITY LOAD OF :O Mr 41.ONG THE`R7N%REAR - i__3 FLOOR LIVE I F''R.00R y:N_ • ,,J ELEyAT an-. .r.: _ "d' ^. . X1 $1 .. +n •. MAE.OPEN' NNG-WIDT.4,1 } 3'-O' AX. 1 1 7404' r. .S-c»' G� Y • {o •M•aTw�Tc 2-Gµ'" .I' in' �.G.;p ---. - •, , TYPlcAL.DOOR FRAMING DETAILS SKID FLACE1tIERT •. Or��! .,- �'., _ C f '�., 'I• ,v AT LOAD BEARING w.st_LOt.ArOH$ ;7r�-> -.ROP, � . • . . =) 1T • tlf7' er. '^_v;e 4i .'SCOT:•A" A.I.- ;$.:G13 • . aft ?`ni:':21i �•C _.._.,.... '-'. ' ;� _ .__ '7;0. ROBERT R,DESMARAIS,JR.,PE TYP[CAL CAE COD STY[E-SHED �4` ?C. STRUCTURAL ENGINEERING `� • �NG-VD � r3egr;?/ <rf \ AATE . 8/35/13' SG<+L� .V4"E 4-0 �`� ! ,.,y'_•`".. 1410 NEM'ON ROAD _ %+ 4 �'rGa+ 1.i..i LANCASTER,PA 17603 RE!!SCPNS '. P.N. PS--o . Nti--42�rP Z,i NE:N,'OkK UC&VEE 55 LUSTS ,. • ..... t,v1,710Rlzz`a 1164 SI vsvam T+Ils ooc1)77'S SFIE^i \G.!GF` • • • -JUL13 • _ r • • ► - I• w i.�Qwv o�auaseu ZONING cF~:r.� , . . . , TOWN OF QUEENSBURY i e9!Li?i,NG DEPARTMENT~'ARTMENT FILE COPY PII1LDING & DOD -S DEPT. ba ()h i fi@➢C ifPVR9( ° Y r.i C N� IN ®��u J 'e _®-� .. I with our commend{9'S shall Mott be construed as K` s�j� /�/yam indicating 9s theplane end specifications G! 9h FL ^P DQL6LE GUSa (YP.)- ����J f iuil compliance with the Building Codes of ,•P&,ze.: e/ -. p�t 1C .%,°_Y PL"W00D ROOF SHEATHING ASPHALT SNIn61.E5(YARiES) New ERV York State. N 4-PLY PLYWOOD ROOF SHEAT±d(NG :64 RAFTERS a 46"Q.C. D;d COLLAR TIES a SO"D.G. ruse 7'O.C.SPACING FOR:4 OP Ni s N NOTE:COLLAR TIES INSTALLED / REGIONS WFF-R---GROUND SNOW L v^\UN'S;o-O`OR LO4GER O,xLY. 264 RAFTER `L r i 1°T I'l I'I'i 'I'l'I -I°I I ovr �. (B GABLE #RAFTER6 s io'O.0- I 1 LJ ( 1 I J 1 L I 1 I\�R Ch DODR �,.J (� !4'W f'O.G.SPACING FOR .D.I 1 I t 7 J J, c. t L 1 r LI \' �? 4')IID LteTb W FE.--.G CN5.Lv- ASPHALT 1 I L d I J 111111 ♦I// \-• G-4LVND 5\OJ LOAD'S)95 P9=: •fy-�II -\` 'ASP-MODE-*:PAI GONNEOiOR i-InGLES 1 -`I� I I 1 r I T r r l (VdR:ESJ j J SEE RAFTER TO FLAT 3 CR ED.A'_INSTA6_---M PER 1 1 1 1 I l CONNECTION DETAIL W PAYUF.6PECIFIGATIONS. 1 1 I i t I l T i I S 7 I f l { _ ],.--- _ 2NA D^✓,'.6LF.TOP PLR-E NOTE-:SE ONE CP CONNECTOR I fr- \ 1' I(�_ .GLUM ylM DRIP Lac ryry� AT RAFTER/PLATE LA-E GONN?,."GV I —- -- I IJ` ABJM.'TASG'A<SO-FT 4 �j 1 c/=2T 4-O'•O.G.. ' I I Li • !WOOD ON UNITS p 1 0 A iGP PLATE • gl I 1 0 I II SIDING) i • •s :x4 UAL-STUD • �I 5h°'✓vO2H HANG L xA WALL STUDa • RAFTER TO PLAT ' i I y n J ..u^c.. o { CONNECTION��• y, DETAIL SIDING NARIES)- • a 0 COi INECTIO� DETAIL DOOR( NDOW OCAT:ON_, rT^^ 4 /I /'"I\I` a I vwTL,15'SHEATHING SCALE.%/1"e I'-0x STYLES AND SIZES IVORIES) 711 I i - / A.L. OR 5:B TI/,I SIDING 3 - - I I - �IC:` It 5/S"6-PLY PLYWOOD FLOOR "66.64..... `°y�k� �.----��••��44,,IS NOTE.THE VEP-;tPAi GOMNE^TORS I I �5A i S{ 1 I 1 I I I l i -A ?� \_L._ SW SOLE FLATS `_ _-.. -,.. -_y..__. _ C •�,I,e,,r h ARS-IN ADDI-ION TG THE STANDARD I I L L IIA1 RAFTER TO TOP FLATc FASTENERS - .. -` WHICH ARE(3e IOd T;A'S 20F NAL� - �- U /`•� U O) LJ J 1 -'� -0 -t•, :dRCU>H THE.RAFTER fNiO' PLATE VVI 264 P.T.FLOOR JOISTS c to O.:•� p+q� '( Lq�NN¢¢{•Ii`'+^- o'-0^TO-73'-C"LENGTH(VARIE9i I E,0'TO 4-O'4'IGTH 0/A 1E51 (1='O.G.U:uEW OV5P.HEAD I 6-0'TO Ia'C"WIDTH!•/AR!4503�yA fl W - / •X ----' DOOR:E LSED! 1�_ J. {RONT EL VATIOt! SIPS FL=lATION 4PR 95URETRE TECSKIDS CROSS SECTIO 4...... ^^.qq L2-e r a, "`` F u(,,-)liti LI:D•NG CODES: •DESIGNED IN ACCORDANCE WITH ASCE 1-05 AND p !' FJ„c) , ALL CONSTRUCTION SHALL COMPLY'BITS THE )CIO RESIDENTIAL LODE OF NEl YORK STATE / Jx,'.«a R_'--gNTT AND O-LNT?ND ALL A0L^STATE. -ALL WOOD TO 6E SP.]OR SPE`? 6 ODE COUNTY AND LOCAL ELILDING CODES OW.LXI4O.ATIONS -ALL SHEATHING TO 6E Is'EEO GRADE i �, 0 7 v-s#4+( �• I\GELDING NUT NOT LJMITEO FO THE ORK G• -RAFTERS SHALL 6E NAILED TO TOP PLATES WITH 4-y ,,,",ore✓ 7{ 7"':9� !' --s0'O RESIDENTIAL COON OF NEW YORK STATE AND/OR (3)ION TOE NAILS/LULL P.T.FLOOR k _- (0 C ..y P l5"''I!IL AS AMENDED OR ADOPTED BT LOCAL T'UN'GI.RAL -ROOF SHEATHING-SHALL NE 045 ED WITH!-)Sd NAILS v ^� ROOF RAFTERS(TT?) ROOF RAFTERS(T"P.) JOISTS f1'YP.J� [,�d 3 I��A�vv��-- ..--,..FF )f'Y' AUTHORITY PER FOOT OF LENGTH AT ALL PANEL EDGES,(3)ad ` S•W;DE -- 1xA DOUBLE TOP PLATE ]x4 DOUBLE TOP"LATE --„p _ NAILS?ER=00T AT AL..OTHER LOCATIONS. 4x4 P.T. •b `\ 1', THESE ERAWI NOTE: -WALL HIN3 SHALL BE SECURED WITH(2)ad NAILS (y 0.4 HEADER (L 224 SOAPER SUD(-PP4 "-0 4- mil` THESE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT.FOR UP TO MPH WIND SPEED CM 0� R ARCHITECTURAL GUIDE FOR THE OWN TRUCTION OF -MAX,DESIGN WIND SPEED IS 120 MPH I� ©. I 'HIV Pa.50 PSFJ !MAX,Fg•15 PEP) I0 WIDE k _ .-,..-.m+`-' THIS PROJECT.THERE HAS NOT BEEN ANY MECHANICAL. •ASSUMED WIND LOAD EXPOSURE CATEGORY B 7 1 II/ _ """-"•" y.-_ ELEGTRI^/•CR SITE ELGDC TH R PERFORM✓FOR -MAX,DES GN GROUND SNOW LOAD IS 15 PS.d53J`TNG f I t �'.t° S'-Gw Y-ID!5' Tula PROJECT•IT SHALL BE THE FROM ILITT OF EXPOSURE 6 PARTIALLY SHELTERED CONDIT DNS. -� �^ 1 OTHERS TO OBTAIN DESIGN DATA FROM A LICENSED UNSEATED.AND 0.60 1 ' �.,4 ` ENGINEER FOR-NESS SYS-E`16.ENGINP_c�RING SHALL -FLOOR LIVE LOAD'DO PSI _' Ls=mot JACK STUD 244 JACK STUD d WIDE CONFORM WITH ALL APPLICABLE LOCAL AND/OR :44 STUD - 2x4 WIND IE`. A 0 E� STATE BUILDING CODES AND REGULATIONS. CO`.SULT TECHNICAL DEPARTMENT FOR PRODJG' ''��I j`1 I' !•G;� -10•' -•IO." 2•-104' STRUCTURE SHALL 6E METALLED ON A PROPERLY PLACEMENT IN EXPOEll4L G LEND/CR WIND-MORN • I I - 4 F-'' # l - 4" 4' PREPARED.LOGRAC..SOIL BEAR NG GAPAGIT;5=:.1 DEBRIS REG ONS I 4 EOI-6 i'E 2cL OW PLATE BE CAPABLE OF SUPPORTIN Co TOTAL 5ER•icFF J` (},1-' 1-WIDE GRAVITY LOAD OF MN-::ONO THE TiRONT+R?¢ _� I .•-.t-4 _,_LIVE _FLOOR LINE_ ELEVATIONS. !- .A .A A A +- 2,,o,•`*AX.OPENING WIDTH I. 1, 3-/INCMAX.AX I .-Gh" , 1-il• ?•-IQI:' .-:0's" ;,` 'a'-C`.'• t l t OPENING POTS' •P f SEAL ,.-FF-""•7- ., TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT F_ I•'. 3r -,t:1'•,, Al LOAD BEARING CAL_:AGAT'ONS / f I _': ! -E it:F L\<‘ r^' ROBERT R.DESMARAIS,JR.,PE TYPIGA! CAPE COD STYLE SI 4EP r,s, .- ./ STRUCTURAL ENGINEERING 11333111311.11 SCALE l -0" C ti ` Imo. 1410 NEWTON ROAD '�:;:��J= `" •"073 LANCASTER,PA 17603 _ REYIS'ONE' P.N OS 3 NEI:YORKODENSESe TA4596 �h 1D0'J'��0 IaN.U)TYORIZEO REViSIOYS'VCiO iHI5000U:icNi - ._ 309.14E1-44.2 AST-0454-2018 312 s Pearsall, Adam & Sara 9 Riverside Dr .f. Shed • �: a _ ®itom :-��.._.�7� Z G Z c Imo.. :) fl PLY.:COD DOLBLE GU56E[TYP.)- --T If L ///---y A-D O FLYWOOD ROOF SHEATHING ASPHALT SH6NUI00:VARIES)ROF ���F•-y -. ,' 11 • Vi'4?LY PLYWOOD ROOF SHEATHING p�8 tn 'x (US (PRAFTERS.. i'o"O.G. 50 COLLAR TIES s 90'D.G. p 1 NEE'2'O.C.SPACING FOR:4 wor,mr,M , c C.• ^r # REGIONS W'-F-R6 GROUND SNOW LOAD�E CO PSF) l'OTE.COLLAR TIES INSTALLED ifT' 3 Il x4 RAFTER GABLE VENT ON UNITS 16=0"OR LONG cTc OM?". v t— -�--'7 I 34 RAFTERS x 16`D.G. '''''',1 �V t TTT OV/OPTTIO Y00TN ENDSiit ` yl C III l�I : J 1 a5E C O.C.SPACING FOR7,,,k '`_"7' L ! DOOR[OPTICfiALi Y It WIDE LNIT5 IN REG ONE LL'HRE ,:e' !e1 ASPHALT c E ... :? 1 GROUND SNOW LOAD l5 PSF) v ��jj�iii�TINGLESTI i SEE AFTER TO LATE✓AR;ES) `�1E2L .v^ 1 'S v • I 1 1 1 I 1 f I 1 1� 4 1- 1 i_ A C FAKIR SPECIFICATIONS. 2,TiDLIB'_E TOP PLATE J I I :U 1 1 1: 1 I,I:I f�, l l r�-rl: I -e" Nara:USE ONE N CONNECTCR ' - / --- I AT RAFTER/ELATE COw\.^!ON _ Iti \ I ALUMINJH DRIP EDGE is — Imo' ✓TRY 4,0T O.C.. I I - I I - II I fI A.L.H.FASCA i SOFF'T ci 1..---..��eu,,,,- / p I ) < , _ (WOOD ON UNITS p p �s- Z TOP PLATE I I I ! ° u/E-11 SIDING) S -+= 2x4 PAL_STUD I - I 5h`CVRHANG i I 1 0 Y RAFTER TO PLATE m NM{ J I d WALL 5 D5 e ! _ s^D.C. CONNECTION DETAIL I I f SIDING'(VARIES). j POOR a W',ND09'w^CATiO -i '_ (I i I i �, I VINYL u'i II'SHEATHING I scA_E:1ii`I=1`O" S. LEE AND SIZES(VARIES) 1 I 3 _ OR 5Ig'r�}f SIDING 3 Tj I 1 I -/B'S-P_Y PLYtuo0.FLOOR 1 NOTE.THE LISP•DPAI CGWEC10R5 SID1N'- " I ?,50'_E PLATE el ! ARE IN ADDITION To THE STANDARD -, I ! I -I'n i ' VAR ES) RAFTER TO TOP PLATE FASTENERS I ( III / " / WHICH ARE f3)1AF NAILS TOE NA.I. LJ LJ LJ U ix4 R.T.FLOOR JOISTS a IN O.G.- - TA CCC999,_1!'s • -HROJGH THE RAFTER INTO-HE PLATE 6 0'TO 45'-C"LENGTH!VARIES) 6,0'TO-4'-O'WIDTH[VARIES) i :DT O.C,WHEN OVERHEAD I 1 / { XXX POOR IS LSED1 I- b-0`i0;-f'C"J!1DT}'fYAR!ES/ t . FRONT ELEVATION SIDE ELEVATION 4x4 PRESSURE.TREATED SKIDS CROSS SECTION BLI,.DING CODES: -DESIGNED IN ACCORDANCE WITH ASCE 2-05 AND ALL GONSTR'JDTION SHALL COFPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YDR.<STATE REOWRSI IENTS OF ANY AND ALL APPL:CAHLE STATE. -ALL WOOD TO BE 514•2 OR SEE•2 6 W.DE COUNTY AND LOCAL EEUILDING CODES OR REGULATIONS -ALL SHEATHING TO BE/5'EXT.GRADE I I INCLLDING BUT NOT LIMITED-0 THE FOLLCLNG: -RAFTERS SHALL BE NAILED TO TOP PLATES WITH x -',D'O RESIDENTIAL CODE OF NEW YORK STATE AND/OR !3)IOC TOE NAILS HIIN.: • 2x4 F.T.FLOOR . - k AS AVENOED OR ADOPTED BY LOCAL MUNICIPAL -ROOF SHEATHING SHALL BE SEC.TRED WITH,'4)Ed NAILS 1I ROOF RAFTERS(TYP) ROOF RAFTERS R'"P.1 JOISTS ITYP.i AVTHCRITY PER FOOT OF LENGTH AT ALL PANEL EDGES,(3)Sd .��. ■1.�� e'cl'DE )rA DOUBLE TOP FLATS 2,DOUBLE TOP PLATE 1 1 NAILS PER FOCI AT AL_OTHER LOCATIONS. 4x4' - }Jp ENG•'HERING NOTE: NUALL SHEATHING SHALL BE SECURED WITH(2)6C NA'L5 "1111 (2)2x4_EADER (2)2 4 HEADER 5<ID[-TP..J 6-0 II THESE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT.FOR UP TO DD MFH WIND SPEED �7 I�� 1 ARCHITECTURAL GUIDE FOR THE CONSTRUCTION OF -MAX.DESIGN WIND SPEED 15 120 MPH CM L�'.ut I t<^.Ax Pc,SO PPE , (FAX,Fg,TS PEFJ Id W1D- THISPROJECT.THERE NASSOT SEEN ANY MECHANICAL. AlAx,`DE WIND LOAD EXPOSURE CATEGORY B 1� �)('-I I 1 t-- 1 ^� THISELE RtO/O OR SETESH SHALL PE THE R PP,RFa3HED SO4 MAX-DES GH GROUND 5\SJI LOAD D 15 NDIT A5c;1M'NG (OD ,' fill J .' ?-I" �k '_'-IC%i` 2dCa":.AIS 55 TO 0.IT SHALL 9E THE RFROMNAIBILITY of EJ-SATERE 6 C O.S0 9 P RED GONDIT ON6. ,y I �/ i -'f OTHER5 TO GHTAIN DESIGN DATA FROM A L'CENS'�' UNFEATLIV ARP e,0.b0 " I : ENGI`1EER FOR THESE SYS-EFS.ENGINEER.NG SHALL -FLOOR LIVE LOAD'00 PEE .4 JACK STUD ?x4„ACK STUD 4'+WIDE .OXFORD WITH ALL AP.AJCAE1.c LOCAL AND/OR ."x4 STUD —t' Ix4 STUD • STATE BUILDING CODES AND REGULATIONS, .CONSULT TECHNICAL AD..C DEPARTMENT FOR FROD.IC' I I ! "OI2' 2'-IG'»' ?'-lD4" • 2=�'Jn" STRUCTURE'SHAH HE_OILED ON A CAFSFPROPERLy FLAGE+`IENT IN EXPOSURE G AXDrGR WrvD,v RN0 11 I k--2' k -- k ----'-- . k PREPARED SUBGRADE.SOIL 6EAR;NG CAPACir"SHALL DEB,R'5 REG'ONS .A �`� ! I "u4 SOLE PL4^E 1 244 SC=PLATE ✓ BE CAPABLE OF SUPPORTING A TOTAL SERVICE II I —— I IA WIDE GRAVITY LOAD OF-,, ' ONT FL,-ALONG THE RRE R _ I ___4:LOOK LINE _ _LOOK;.IN-_ 6, ' / N ZI 3 yJ ELavATioNs. 6-o"MAX.OPEH'NG WIDTH 3'4"MAX. 2'-051" 1'-III 2-704' 2"-�a'i' I L ... H "' -OPE:ING WOTI-' k T �f k r k `- k �-_ - z TYPICAL DOOR FRAMINGx DETAILS SKID PLACEMENT �l'':'I`_'1 f/' AT LOAD SEARING PAL_LOCai'ORS ',. : - T+. - ;:-J• •. T P'OT PATE swg,el;5,2CB ----- 4. ,x>' e _ J?i ROBERT R.DESMARAIS,JR.,PE TYPICAL GAPE COD STYLE SHED^y, '`,;ram �� STRUCTURAL ENGINEERING 1 / L 1410 NEWTON ROAD AST-0454-2018 ' E- `�4 -- ` ,L ,�Y C% LANCASTER,PA 17603 309.1 4-1 '� REVISIONS F,N. OS—?3 l"' NEW.YORK LICENSE Nc CE4.223 ll, Ada & Sara11223015111. �. ,C`iJ S f - LNA'JIYORIZEp REVSION5`/CID THIS POCUI.1ENr PearSa -'-' -- -' 9 Riverside Dr 312 s.f. Shed