Loading...
AST-0633-2023 (-Fa ) Office Use Only • ACCESSORY STRUCTURE Permit#: t42.3. - ZO 2� Town of Queen been ry PERMIT APPLICATION Permit Fee:$ 65 742 Bay Road,Queensbury,NY 12804 Invoice#: Cfl tb z.\ P:518-761-8256 www.queensbury.net Flood Zone? Y i N, Reviewed By! Project Location: fo rt91r ()Qrfr 67 ( -regi ( € v'� Tax Map ID#: Subdivision Name: PROJECT INFORMATION: TYPE: ❑ Residential ❑ Commercial, Proposed Use: /®yJ& Pre -5 t3 STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck ❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp 0 Shed (<300 s.f.) ❑ Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: SQUARE FOOTAGE OF STRUCTURE: j 1st floor: ! 6 " k 0 r 2'floor: Total square feet: Brief description of scope of project: pf- c 442 Accessory Structure Application Revised November 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ alQe2 2. Are there any structures not shown on the plot plan? ❑ YES NO Explain: 3. Are there any easements on the property? ❑ YES DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a 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. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 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: /ii�k / SIGNATURE: „�, DATE: /42r5J Accessory Structure Application Revised November 2022 • CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): VA,�--Mailing Address, C/S/Z: (4") (011-esgooclep Cell Phone: 5i rf 1x12' DSO Land Line: Email: • Primary Owner(s): Name(s): For4-5f 1VA%-(( ,n, ,,��y Mailing Address, C/S/Z: / 3 Q ' ad) Qo ` utq 'e Cell Phone: l -7L(S.. ? Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: C l— , J MailingAddress, C/S/Z: /6Q71I i- r !`(' fta'r c fl. d ) Z Z- Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: Accessory Structure Application Revised November 2022 • e ;V AREA FDR APPROVAL STANDS UTILITY SHED PLA �! S STATE OF NEW YORK ( 1 2 0 M P H ) WINDS I— NNI >-- cL . • Wu] zsiarEams: Do AO Mt L LTSALM(f¢LMC�aSMan MI®aQ WNxma 11m110AltE®0A MEM Ylr, '"'Yla L 9BlYOW�J 1 CCI //� '^ L AL•mA3 m LAM IWL¢I.Mslba•xxml mu maxnmll 3 1111O DW9R C '�IyJ v/ \ . I a M,.mart tOOFmmrt *ma L xx0l ntlm1191EL roc xmmoc Ycl•Mm vO�6 • ���VVl� x I car°A15HrAW OEM= �U�J� ❑ a x1O1amI11M CA m1W[C 6xm NxamamlM]L MIfnMA01 a a4Da HAM 13 FM I i 5 O I mmO Ma=CM W0 KAM MCI INYI r4V•Y TOM MC 9xl Yr [®Um 4lmom 7. 0.S9413 Al y� 1 Y1 x ROAM L• R.15 IT®C ECM N.MOMM•MINUS/ } �� V __ a f100i R411 ILL IDm b f4 a 06 ]. AL Mom Wm1 SAL¢IRt9a lAmO xA�:O:MI AM ILL aO®flmm .£ RCM Om°I COO LOW IfS \ 5555WM 0OM YnY,®el lei Na•EAL REM 3035 MOD EMI MEM Ora MS 9 COF YmIIAL IOm mP9 m®Y®Wm MUM MIL toll D33"DO°I 00a ln° 7PY I. V MIMEMEM MOM O153.415543MIMED IV ¢ImO MaiI LEI OF a11a M el MOM ROOMmac PORTABLE BUILD 5 IL•0 000 AN LOW E I. IL NYIDILLI DxOxOIYRxxI¢YvxxIDY0 el OM It 1°K°OM I5.4✓DI Nm ea 9P9f »�malty DECc mT. O¢+tl-m vs 9m•,wsLc•,r SPECK°mop 77 IL Al I\9°ce m awmMY N mmai l0 Am(Dmn®OM IC NAIMO L ❑CDC®AM)COMMA SIM • IL WelxRimN rot y O IL NL 000US se O Oca MO al.Mal Y C0loJ 95L¢Ma• fl al COO IS MUM c°}iWLY. 0 0 MSC 6ma WIND CHART0 IL W1YI°a•%.sDICA AI pm A9M1 m•Alimam MLA OWL IN)£AMItl11 IS FIIR171m F1:5.VLL5 I �q M Q) IYtgEIOm Yq�Y AI MIXED Y/M0O•¢•M seam MVL Cr x m1100 a x1DOxE NE®16 FICYa I r\.d7 (� E}t�/ crs IL l TOT 91a ON=ME 51313311391.3(MEM IYOO)m 159A1 Nil m IL DE m19501/1007 000 MT WAY 11111 DE MIMEO �• U ❑ ADO)Cr 09 mrl)`S 043 NO 1416 MA AIDAQ'6/9ATOda aMU 91na 9KL COMAYN Mal MEM Cr DEaY IC MAIM 6AIW1T --MCA OM OML MOW in 19132 LIME DM)B 1151•]) IFY MIUI D]Or CI_El.w ' RA jCiIl57 I 1C5(i:) af- s11BIW°x=nxxlDCIALm°i1O1.16L6KmaC6 • " ti.....�y.......•:IC1191 +_.._. +oadrl 'I'sl SHEET UST IL¢-011 CAL Mr xYp®mt16AL MfV.¢Cam i•- ( tOJUtI If I051d]) MI NI60 toUC A1mna'M. P�'f((�'F: a. MV��x5.n 1351315111.113®110001°>Q I®Ixxmllffi YIN j 1 a x0E®c01Ma/E rnOEMDN)OI=ALLAMCC®O {.`.F- I -�-•r u1<5I SHED*NUMBERSHEET UTILITY SHED a VC Ma 09DL¢lvGmi N mMA NO MOM/6W9vK Ma A•9M l f , 1� . x•®T 6 x un0 MOM Osom Ma ` q 11 '1 1 -1 11d,s1)1 1 (i- J- �W5d1 El C¢M MEM IIAa15.15.015001MICO 0AMeIMECOM OM&D'¢ •' T._.^_..l• ti'` ~1 ' 3�.•� C-1 COVER SHEEP IL IX me m x CCM=NU MO 051111/col m MAT,.LIERAT ( •• A. 1 1 1 MKa111Ca If®m omm Mahn IaAL IW Kam off 6 m MEM FM ) ' I ._i Ca]H2j... ! L' ( --r[ O R SHEET&GENERAL NOTES O®5 MEM Y x MITEME Cr x DM a O.OlOOR it'. , , C-2 FASTENING SCHEDULE/WIND`j.,i s.Z LOADING/SHEARWALL CHART a®am EMIRn xmwm ME mMlD TO Ma Immo= LMvaLL YaY j �, ...�-_____ `y) 1 -. ERVEI P.E. mmaYlmwamoo mYnuluYmuSx)mm \ 1 ..„1---_...i.._:_.. • I' ! ��,' . :- WW1 A-1 FRAMING PLANS&DETAILS DON VAN C a CO A Sm1ID Mom Soma N IAOc1•t0[n 0111C0 m Imca Cr MEM 05a toll MEM MEM COX 001imaal caWYrm amp. L,` '' Fy_.,.._..__..L`__ . - cd '1' SPEW1tt STRUCTURAL FRONTIER a DAMS MAIL®1®00 N V Mee AVM tom®q V 9009E alai IM > ee 1 �f,C�ldn[ (•�0)Jyy' 150y411 s m m Yr NE I� eC(dC) ' ; f T i (.._r` A-z FRAMING PLANS&DETAILS a Mina ALP 9IEEa xE091 AMMO MAN¢145011111510.9r0 MOO x 0s{.:1...0 I .. M. 10i1ie1 ma WUIM69®nMODENMMOCCL9CMita0 533CraYO / 1 1' A-3 SECLIONS MOOS) ._.� / �t0f.1' �,�' EL 1m A x Ix-o Dacia Ca1I41L1 Re MIME OMAo swamis s 6 V +as(dn,/'". IdCyNI A-4 PLANS&DETAILS FMM9ZIai Arno.QM lima AMU AiTOla mAt A cm u%c51 ALTERNATE DESIGN SOLUTIONS 1D51Q)t a.: aAuM»c tom MI COME ICA MOIa®tlM gAC¢IA/MA 91Q2ID AmoIM[ `"/ ` eCvll iCCi al A-5 TYPICAL DETAILS nee nessm MSAm A AK Dara¢EO MI Y°11CY m1aAmYYx Doll KAMM Oat Im(dt1 \' 1TC4mamienuesommeacce A m0,m m l°133/CL la Tl OD 10 ION MOLT•MI DE Wmaa°1°oOM1L110-MI MCI90 4051 lono0a1ai f �r`a,J�ltomn) . 11'PICAL DETAILS cormvm 6 x NE IMMO gal m.M A00lL SLED Nam>wl NC CO SUM Mom]AM I)sIs)t�t'1:01051 A-7 OP ZONAL PORCH DETAILS EAC�MF82Y .W11 fES PRIM D FD'n I00m 11ax aD®NIg 11030930311111101O°4ID-Txl MAT Am)®A6 Fr Oca]AxICIIIDOm OM•n1mOa6xa9affi OEnO a¢•[DEC 335343 142551 ,MaL1=MI W 13 131 10 DO® IDM) PREMIER PORTABLE BUILDINGS a 111mO MK AS MarAria TO Al Am aim n x A-B ANCHORING DETAILS& 317 FAST SWE TAR ROAD 9ny m Ma Misr 1130311Ym IOI IOSK 11IO LIMNS COM COMO=Mr IE SCHEDULES SOUTH FULTON,7N 38257 KC el xmmEI ma 000a0 YCOm 9m mum a IYm alto ales$Mai AL M11OL1110 Mom M.0¢Na 1111 M.mlm A-9 ANCHORING SPEC SHEETS • - WNN.PFtdltA�lOmVt5115 95¢m¢M - - - -- JCL RLII ( [E OV 01E NY rO ILMO O Mr COMO 1131145311143501 m GDE•r IND 11/m Nto 0 5Na0Ol SWtm DO Ir)m 1 M9:N0 PE A 0111Y,KC m MA MI W1AO19O1 AS•m 5010 =CM9an MIE1 IY¢m MONO,Y®•01WaDSMALL ton Aix �- -� TOWN OF QUEENSBURY 11351110130 I,Q®Wr aaTMMxmaa coca kriasDaYE5MUM Zoz3 BUILDING DEPARTMENT io n MU MEM MAMA AL Si MAID MO a Dom A DM A�¢CL AnmA. OCT xlnflfaADEOC9ACNCMea15Tm OCT 0 5,, "'� Based on our limited examination,compliance F611114 aa: 22182 L 155.mlx5 m MEM MLCA aE DEMO r Y¢SYRL OBY'�) 'M L OmW mn.W10 DI AL 1ESC.x Lw 6IW¢•MOO M ESA5Oa1O1 with our comments shall not be construed as Oa BY: CNC DCTNQOL DO.a .,--- i�:dicat;ng the plans and specifications are inDIVam- °m AuM���°�a° am TOWN OF QUEENSBUR I fillL,,mciiance with the Building Codes of C-1 '° .•VILNSMAT Y96Nm•lvmraa NmnY¢aml AM DM BUILDING&.CODES ,� w° j•_.iy,,Y;'ri< 'tare. �9~ iM1 f 4°( OK1� I 10111 1 a F AREA FOR APPROVAL STAJPS FASTENING SCHEDULE(2304.9.1 MBC). SHEARWALL CHART • CA CONNECTION FASTENING JOCA1ION BUILDING OPENING WIDTHS I! MAX.LENGTH OF BUILDING P. am am MP WNWF�0am R1®fmfalaWOafffi m® a woo.ammtraaama cI asaanacm waro NC vf xa J-Bd L A842I(aE A.I31 =I EMU • a loc ml aa.0 a aom atwalwa PIE Na rwenE uw 02+O.Ae N•Aoa NA vu m 1 9p LP min,OVER m0aaaa:Wxa ma Ml.-PEMOai So M116. aa9G I.MST TO SU.0R CODER 3-350.131'AILS ' 10E-N17. 1 SINRISIDE PANkl' / 0.5E1 3-rI4GCEVALES . T1-11 . coaamaID MIS(m-ra10!•F1DO1T!aamat 2-Bd IA (aE'm.171 - r-0' S-0.MAL 24,0' 70'-0' 24'-0' a mWa ON-a1a1IrAM 6AP15 Im MIYA L IWOCOm ro JOIST 2-3'0.131'NILS ' T1E-NIL EACH DO . mom EMI(eFMIUi II•11atA•la MIw•A 2-r 14 GCE STAPIES 3.-0'WL 30-0' c mom.-imm m°(o-OMlarid 9M1,91 a sac(aowrm 11M10a71 a. IB'-D' 30'-D' 30'-r I. MUM IPa®rw.a O®a am NO r Ma WM=••aIa cola A91ACa 16d(36c2135)016'o/c • 0-0' I3-0' 6 m676111473777M MOM IRS 4R.'WEEP as AV 11r LOCH RSX away NA l IC MGM 1 OWE RATE TO AST CR 9D0OD ra1131'IWS 0 Y o/c 1IPCAL FACE NIL FM%'•wan 3'14 CPI SUES 01r o/c T-0'0A1(. 38'-0' a meoml-Imo.o MD PH 112•0a73'°ul a r flat M.WM par 17110•71w01r 3-16d(9jcW135)016'oc b'-Y JO'-0' FaaII. maO MMAR=Wtr Jdirrs®evl asexuw meWtax 4.SPE RAZE 10 JOST OR BLOOM 0 4-301131'N1¢S 0 1r c/c BRACED WALL PANES I1'-2 6-0' 24'-0' MED WALL PANEL 4-r 14 CAGE STARES 0 1B'o/c a. MI MT MOW MAMMA Od MS MEI Or Mt 4 =I CI'Hi. HE x l•rA 7m.a PM cm>souw.Mt 2'-0. 28-0' 12-0', 24-6' 2-16d omen a MIm REMO Mla@MOM ACID r we a mm r We a IOW=SMS S TOP RATE TO SOW 3-rAILI31'WLS OBI N4L r-a'PC 40-0' a MUM AWatrwa a mar Ma a mama WR®10 IMAM NO NI.cOo•a War 3-Y 14 GCE STARES Me a mm r a naaaa aawa R■m MOM 4-Bd MWaI(2f%15l3l 14'-0' 8-0' 60 0' 34'-0' 60,0' a nv0m am 4•ya a Om r a.Oeaac enaoa 4-3.01131'WAS TOE-WIL 9'-0' 20-0• I. AL%°r-ICI imaamcciaa)am MO•rw.W I=ANO 3.a.MOO Al 3-Y 14 CAGE STARTS B.SIC)TO SOLE RATE 1 ra Oaoaa0aratmmuaaronaammaru•rw.amo NC I.W. 2-16d CMWION(55.0.162) 0-0'WAIL 40-0' An0 u Iwo MI6 3-3'90.131'NABS DP WL 15-0' 60-0' e3'-0' 3-3'14 5106 SWRI 9,0' 30'-0 a 11M HOBO wW V 0=Gd m100 18al a`eJ�6airdia L USE(d11t KM MAL IMP w m a worm a raW No Aft am Poe■MEW Ali malty p0 a70151.MCI Or 16d(31E50.133)0 24'ofe um 7.COME SIl16 3101131'NILS OB 0 FACE WL a POW®MOM APO d maa a maa WU•r 0 W MI MO r0 r 14 GCE SIRES 09o% 0 saw uNE Ted(930.13!)0 10 o c �,� ----.--'- 'I 3'14 G WAS 0 fY o1 T1PrAL MEWL Q ` m' 1 Y 14 CAGE SORES 0 lY e% �� f I , , I Ipt 1 I &DOUBLE TCP RATS 6-ted COMM(5E10.1 uu�� i I12-ri0.13t•was °n UP sua _ , Il 1�01�� 0 --- I I -. II12-r 14 Gat sNREs �' 0 . a4-'Jcon J �®c J-04 mW1Iw(2E10.1J1) ', \ �� j' aO ._.��._._.-'--' '�' I PROJECT: • 9.00DOP EEWO N JOISTS at 1R15iE5 3-YA.131'NLL5 TOE-WL iiii tavnIn TO TOP RAE 3-r 14 GCE STAPLES 'i°N11101410011.1! '" I� (4!� ' MO. ounUDL1IY SHED 2-16d(31f'A.182) CI¢cJCWW.KAASIE_no,n; 10 TOP PUIEt UPS AND B1R1t41'ilttS 3-rd1.131'WOS FKE WL 0 .POI 6mussNncm.vo>o�uc60.c arum TypE c.70um3-Y 14 Cat STIPIES �. '� SECUREDill' �Tw101vuerlarra o am usiss 11.OOMM WADER(2)PIECES a-lea w R(sh0.1621 1r o/c MONO EDGE 1a NUM..C077777C70777 scum. `� aa• FFFF� �� x�umar.Nmo.wOnNNruc Imparmal12.MRRINm15 HEADER ro SW 4-0d CONCH(2)E'a0.1J1) - - '�`e ,- � - ASEUopIca FM Iawuce>wMeac ume..ENCASE iM661.176-676 POEM FASIDONO SCHEDULE/WIND LWGDIO lee(23 7.135)0 24'c c o 24'e e Case A �0,o NAMNaN w.07 DAHLIA a / ImmuumIm.OPa0R7a. 1 DON VAN GERVE,P.E. IS BULTdp CORNEA STU05 3'14 Cl NIlS 0 16'o/c e0 Is'o% �. k r 14 GYE STARES 0/o% 0 16'o/c J� © 4' E 9 , ELECTRICAL WIRING DIAGRAM 'tt ENGINEER 20a(430.lc2 0 3r o/c 11 v `u`"""'• 350.131'WAS 0 24'o/c FACE 14.8 0 10P&BORN STAGGERED O Y 14Glt STAPLES 024'We ON OPP.5065 /�/ CaseB . 14.OWBIE lOP PLAITS 2-20d MOM(451122) 3-r03.131'Was MEWL 0 EROS AD A EC H SPICE 4 II ALTERNATE DESIGNOSOLUTIOH.S 3-r 14 CAGE STARES 3-I6d WNW 2c 182 A-Iv; ,r' -,r`�T `,�. wwfewamsle0umam • 1L PST M PPP JOIST 4-r40.1J1'WAS FATE AWL / . - 6; u7°'^o+°>""a. MPG MM. 4-Y 14 GICE STARES ! (...,'''.2''' ,°.%E �+�^." I I m�°'> BIOFEIII.G SERVICES PADI3IYD fNG JE•am MS erJ r;::,y 1 1 c �.�fy-:"'. a^ PREMIER PORTABLE BUILDINGS IL W000 STRUM./PANELS MCI PALHICIE 27L1111r MO / . •+"<' i, If i-Y',; l"�.cs JI7 EASE SLATE lPt ROAD BOARD SUBF100R ROOF AND OVAL O to use ti. -`1'" • ' / ,. ,.r,n4;;,,'*`'' /�. SOUTH FULTON,1N 38257 SWAMP(TO MENG) lit'TO 9I. BIP Ce • j '''�'' ; '-= J: ' • t�( . .mow WNWPROIIERBUILDINOSUS WPM ROM(COl®NUL'WI Y`181C1@m' N'v,- (,`, .`<•''•' j_1 I 0 0 _ -- - I fi='(•, REVCO( DESD�RDN OPE BY a EFICCR-IaDFaAmmR M FRUPP) k.TO P BB ESE e� `1F1 \ \\\Pi•3% •,CAMPO .ILO ` . '••'T ET-G I oioE „ OCro pi' `:<>. ,L n. v':(dcc c f(4a-..- ooma. 2'aR3:c r� • �E `°aa 10N„FROM) m 1.1Fm Gable Roof(0_<7°) Gable Roof(7'<0 45°) -' 2 �- 1 tB'To U6 lo/as 8A :.'.4.aC1�e•:-1;,,; I.. DUE 10.122 • FIOU FIEI°Da.A22 ^:'f„mwl i PROTECT NO: 22192 17 2Bg0.STEEL SNA(TO FIMIDIG) AS`OR Las 6/ NILS 0 6 0%DI FED AD 3'o/c COMPONENT AMID CLAOLN10PRco:SURE 9e a/ ALONG ALL PAR EDGES ORAWNO BE JH !..-OmmaAWafl.W CI61 BA DJD DP N0.II CAGE ROOFING we C.F.I.0 - A- . -nPDfvw r'Prmr DWG N0: E came WE rd.11 16 FIBERBOARD eased ND I6 CAGE STD » -DI S(I/1 soli r BE 11 CAGE 3-WJ+C VG CABLE C-2 10 KW SOURCE N-Q- -route a ALL WETa sous, y�,..,.aAogr aYEI' ad 11 CAGE ROMP N1L L-O_' WIRING DIADRAM o k ad 1WOICN STA(2E'OLilt) ND 16 GCE STARE IOF>FIONAL) > j 9p10I I 2o111 I T AREA FOR APPROVAL STAMPS 7d10 Uda A 12.114".7 r ItdQ tYdJO IYd a OUIrJam°Ef NI1 IYdmidaW if IMMO T xd IN?IQ •{ Ird m]M'A W Ir HOMO r If fl'de IYd^m• Ird MI V IIII1111111i1IIIII;11111111iII_11'1 o ybb I:— Mill = ,l __ ___ Ur 111111/� srrn7"'I'���II� I__ a..r1m. n iii /// corns®n® wan at. 127 0.larlm•m�.0 isam.nFm U } 111111111'111111111111 1111I1 '�•I*gi'll b U1 4_ == �,•If y1 M1 �1111 IF OaNA® ..— . 1•-r) KMa°I Or-.1 CM IC KMli cm! "`6'-0° & 10'-0" WIDE �' 11'-2°, 12'-0 14'-0° & g�ffi ® OG PLAN nt� FLO ®16' ° WIDE FLOOR FRAMING PLAN C ytR-rdFRAMIN(00,OI CZL O0.aoaj 1�: 9G'IL•1/-0dM1f QO°A YNL Cc) L be SIC 11411143 KO S in 11 IS W 241 SR a1®•It . M.Nlm FW mm®M 1011 1 bl s°n naA•u'M. dmmd bi.Y SL11E1 IYdm 17 alr laWam b1 WM s1 iLIR IYd .,fdR I. HI- a — .:__.: d § q 1°W�vmla © ,, ,I '` AID m:IScaO. t; ---- '- LOW>1 OPa11K v _�, Illll ti Al.'....: ml°YL1ID1.0PROJECT: — Wm.�r KID WOE Mt FRm L IO 10I®O II UTILITY SHED u l�n OIL W mat. LLre.Cvnm w =In Itt , -__-------_ . SEC IRIY®CMS 313E17. °1Z B OR SI LC YOHIOL®M®O1[� 0►tt an 5/3 Rd r snt C000°L f.. ®FLOOR DECK PLAN ®FLOOR DECK PLAN GABLE- �sins FLOOR DEG(FRAMING PLANS&DETAILS rac 1/r-1'd 5th 1/f-1'd 11[-0OmID ti1®•x . DON VAN GERVE, P.E. Ir�y.•ltd•Irde'J • yqd: lYd m 1Yd a If swam "-'�` w SPEGALTY STRUCTURAL ENGINEER iiiinhiliiiiIiiiii,,'1-1i'I�,.II'I'I'"I' § §nu En Zi T ALTFANA�OESIGIULUTo0fu5 !IUI_IIIMIHiJII ' 1444/41710110732303.33.1.1113,30311 SOAVES PROWLED Mk ` PREMIER F TABLE BUILDINGS 07 b1°i1ID nac — —n3=� , Ii•�1•••1341••••••MiMii141a,1aiii _y SONH FULTON,TN 38257 ®ROOF PLAN L \O� ROOF PLAN "'"Y '� RE DESCRIMON �•Gi1Gr®• , .drain. I Il 1 I III 1I;1 III 1 1 Ills 1 1111 I,I 1 Ii!'IIIIIIIIIIIIII � 1 is ill I�I'';II II I 1 I II' .a__amuu�►�.._ L NM PLO Et,a»me� III i!IiiIIIIIIIIiiiliiilMi!I1IIlII' 11 III ,1ii11118111110hL Z1 Ili 11111 11 II 11. 1 I . 111iiC i; 11I1 I GCiiII 111 I' ° 1 m m°m2. ;l L om["u ram rrua OVE 10.7221 FW rlmo•nmsunarwe.a lWll1 QQU' I ill ma�xrm:}�itW slm�1 I I I iI 1 s¢W.1m amo I � ••I I22192 II a araml/W r.1L nl®•If I l I { WIL I i I I 11 I I 1� a uONa./A6�NOm0Y-C I 1 Ia ALLi1 tIW°.1• wru aaalmi� 3' eaW.•mmuW I II I L j i 1 jl 1 auec mC 33.73 II` — 11111.,; �m2. FMIX��� .I.lid �Ii i .i!'" .I it I11�1i 1 i i i, DM W: mlm I nlm ntW I �•,;II 1 1 11,i II. i11 w ,Fr_z'..� ®GABELdENDWALL ELEVATION 0SIDEWALL ELEVATION .,'GAMBREL ENDWALL ELEVATION ' . J t SIDEWALL ELEVATION o\ 0 1•TJ��. _``/tag i \ 1 63 I 3 of 11 • AREA FOR PPPRWAL STOUPS ud� e.• :1fd. Y.. ,.�,su IY4Q •m •• ra _...,< 1r•ra rsa r•- _".._..I Iran rdR .-o rda r.•r ..,, , _c rc ra �I rae rcQ GARDEN SHED q - - k If1u11!11;111 'I. q q 5 II 11,1'Ii1i111 II -� h h $��I 1 y.rrsmpslm Ili. h h h��,"V Ce••rsmp>m 1 11111.11111: F a•vx m. 'III a•rx m./I 111111111111, I 1111'— -- q q k § Ili raam•nn➢a q F b !, --�'11t1 11��i1 °�•�� I I _- +®v•Ir lh 9z ' 1 r-0 1 1 r-• 1 ®GARDEN SHED FLOOR FRAMING PLAN eCOTTAGE SHED FLOOR FRAMING PLAN 6'-O° WIDE WIDE mooVY.1•d Fa to o.PAM o-"",,,�,.4 Bo r,,,ou,,..o, ®ENDWALL ELEVATION ®ENDWNDWALL ELEVATION o-un 1/1,I'd Ix-0o•�N W a1 RIM,11.t Ix�oa® M bl alp TUX Id4�ItCJI�II���Z * 111111111 h F 0 1 1 1 1111111 1 1r-0. 1 1 v< 1 1O'-0° WIDE 12'-0' WIDE _ L Rl®II MOW MOO WEE ENDWALL ELEVATION ENDWALL ELEVATION u F be.etv RPM ID®a KW I—I—I I ——.-- FVAL I M1t'-0• OM,/Y.l' 4. 1 1r-r•N Ir•P•0.10..r•a11 1 1 Ir•envir-0°aD a••av wow 1 eROOF FRAMING PLAN a ROOF FRAMING PLAN PROJECT: TOM I/Y.Yd mu:1/1•.- COTTAGE SHED UTILITY SHED bl afn EMS•Ir eje warp TUG Ile de I` r_ 2•19111SL11a[ NI MP au KM ppp -- ®ma aosa — -- vm®a aloes :IfiLL11111:1 0.�� * Tn!£ GAEM A INGfR A Sf— 1 2' FLOOR DECK FRNCOT PIONS&DUALS 'r1'1l BNB VAN L E F ArA NV 1i Lk 6'-0" WIDE 8'-0° WIDE -•—-- TV -•—-- NV ®ENDI/YW•1'ALLd ELEVATION WI FY\ r- 1e ENDWALL ELEVATION ,I amuu•rE oaicN�souRloNs SCOW -A_2 ..W I/Y•1'4 110C ri+iam © e 0 A _ _ I. MI••o Siva a u 11 r 400 a m © BM7FF7�1C SUMS N7OHCYD RISC ®FLOOR DECK PLAN = �o nawa�au°O�.a PORTABLE BUILDINGS mENLaa[Q4 Rh DECK PLAN � Ill!�1 .111111— PREMIERP317 EAST STATE 12iE ROAD W. I/Y•I'-0• I. aaaall VMS o•a PI ➢•Ire% - ® V...� ;1171--11111111111 ySOUTH O. 1/1.112110 villa:MIND DM r` IU111�11111111 Y ii llllll111� „,R� a Da taT U.SUITS SUS aIu ru•u[M L YOWAPREIERBIDIDPIGS S REYSICH BATE BY 1 ' 1r-r , 1 1 ° 114 ' 1 111111IIIIIIIIIIIIiIlllIIIIIll'•� �ll�l 11 it�I it IIiIIIHilili 1 1 1 ° WIDE I ° WIDE I I i •fill' 11111'! ". ,I 11 ;1 I I I a ENDWALL ELEVATION a ENDWALL ELEVATION 11iii11•11'Ili 1f - :!III Ii ijlil ,'II !II II II 1_ 1/Y.r n`-r< DOE 10.3.22 1 1'1 III I! ' I; I' !I I 1 hill!' I I PRol=1m. 22192 I1'1I11III II'j Il1ih1I11111 I!I,I,i, I I j ( DRewxcSr rx !III 11!II ill li+I.III',It 1,111.I 1 1 -,i 1,10 , II I I j 1 I I 1!III!! MMic o. DIG • . a B — A-2 eENDWALL ELEVATION eSIDEWALL ELEVATION eENDWALL ELEVATION eSIDEWALL ELEVATION .` —.r.1/1 rd ME 1/M1141' SPE I/Yd-0• SCOW Vhr4 i e� 6j1Y1• k ^4oiL�jvl➢fae 4 of 11 I • • , I . AREA FOR APPROVAL STRIPS �'`=` GABLE SHED GAMBREL GAMBREL SHED ��LyL. Aft\ Altik ‘? lull ,,,„".,,...,„,., W 11111111L"6 G 1 , Pan . , mirli Mill ri1 II ■ C ■r Hall 8'-0° WIDE m°r6f1"4 8'-0" WIDE w/ WINDOW 8'-0" WIDE w DOOR 8'-0° WIDE I."mrt"3 8'-0° WIDE w/ WINDOW 8'-0° WIDE Ay/ DOOR OENDWALL ELEVATION OENDWALL ELEVATION OENDWALL_ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION SQL I/1'•1'd SOLE 1/f•1'-P k3 SOLE 1/M1I'd SLUG t/1,I'-O ILIA I/f rd SOIL I/f.4fIl•d /� " . /ice. /-\ Afik J 1-1 , • i-gtoi 'Ir ,1.. .1.le'�p i',. 8 ' pi C11111111 uiu~ ,11i111118 ill_-lilt III Ill Willi M111011111 ®10'-0" WIDE 10'-0" WIDE w/WINDOW ®10'-0" WIDE V. DOOR ®10'-0" WIDE 10'-0" WIDE V.WINDOW 10.'-0° WIDE V.DOOR • ENDWALL ELEVATION OENDWALL ELEVATION ENDWALL ELEVATION ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION EL.1/M1fd N moo I/f l'd loon I/CRd SEAT Ip•-I-C sv,I/O-I-C fac INLYd m W®ms®m 1101.11,1 � v M OO ML M[M ILL IP omI°1°mm _ �1)111 ' 1 ' 1 9117mV1 I _ 1 //ikk ifik mom �Mk\ 11111111211111 11 1 1111111 • igi !u -� • a 11I1�1■Ir1� �■11■rli■I11u 1■■11I■�I�I ! it 111 LRILTTY SHED 11'-2" WIDE w[ WINDOW 11'-2" WIDE w/ DOOR 11'-2° WIDE w/ DOOR 11'-2" WIDE w/ WINDOW 11'-2° WIDE w/ DOOR 11'-2° WIDE w/ DOOR MD eENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION BUILDING SECTIONS nit 1K-1-0' no I/f.rd own I/i-rd SMG 1/1•1d wan,/f.rd SOLE I/nrd m DON VAN GERVE, P.E. - ai r N SPECIALTY SIHUCMW.EpNEFR� • T I iim !M;� M / k,/ � A V^"�i � / — - ME®LL ®m d i�, 1 1r rli Yd I m� 0O'""a veC i : ,„,„ N BunF A,TAIAEOaGBOU RH 111111211 11101111111 RGAMP1O SERVICES PROWDED FOR 12'-0" WIDE w// WINDOW 12'-0" WIDE w// DOOR 12'-0° WIDE w/ DOOR 12'-0" WIDE w/ WINDOW 12'-0° WIDE w/ DOOR 12'-0" WIDE V.DOOR PREMIER PORTABLE BUILDINGS ENDWALL ELEVAl10N ENDWALL ELEVATION 11 ELEVATION ELEVATION ELEVATION 317 EAST STATE LINE Raw loth I/f-1.-• /,..Id a ENDWALL ELEVATION ®ENDWALL ELEVA ON a ENDWALL ELEVA ON ®ENDWALL ELEVA ON SOON TuroN,7R 38257 e...,/nrd ®xv:I/f.rd WM Vf-rd SOLE 1/f•rd 15WCPRODEABUILDIN S.US 0�_ Tao 0-9 m 0 a�Uwe III1_p w®m¢®m I OEVAVTUN a>E EN ' MpO NI"°[M .. I_ - _-- `\ oL 1s m1 a Imam IWO• BONY 'K71� 1r411111! L ���� ���� �l inIII IDM 10.3.22 'RaJEI.'f N0. 22192 I111111►`111111111I �1L1�!!1■lllllll' I11'l�■l111� ■�® III�P■� ��■� �■�� A-3 DWG NO 0 14'-0° WIDE w WINDOW 14'-0° WIDE w DOOR •14'-0" WIDE w DOOR o/ 14'-0° WIDE w WINDOW��a 14'-0° WIDE w DOOR 14'-0" WIDE w/ DOOR Le '.•-.4°*,. A / m�m.a / / A e ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION OENDWALL ELEVATION OENDWALL ELEVATION 1,SWL t/,'.I'd SYL•1/f-1'd EN 1/f l'd EN 1WAL EN 1/0,-P ova�]r,/k y lq7 ornno*" I 5of11 I AREA FOR APPRWAL STAMPS T4'om m C&OM Ill m GAMBREL SHED .u.aR oR nA o mm R �� © Ism w°m ld ���� GABLE SHED��� ,�1/�. , /,'i'�Itl,,� �I-'/' 'I�,,� 91111EI1.111.1111111 1111111111111111 11111111 1111119 '1111111111111211111 1I1I111111•111IIIa Bill MI 16'-0" WIDE w/ WINDOW 16'-0' WIDE w/ DOOR 16'—O" WIDE w// DOOR 16'-0° WIDE w/ WINDOW© 16'-0" WIDE w/ DOOR 16'-0" WIDE w/ DOOR OENDWALL ELEVATION OENDWALL ELEVATION OENDWALLELEVA110N OENDWALL ELEVATION OENDWALL ELEVATION OENDWALL ELEVATION A.{ uu,.i w... A-1 ter.1/M1fd A..A SW:1/41.4 µ ecuc 0%1'4 A..A SML tp•-Td MA SpE OW PROJECT': UBLBY SHED ME • ECM CUTS CORN.&TOOL SHED LAYOUT DON VAN GERVE. P.E SPECNLIY STRUCTURAL ENGINEER e ALTERNATE061VMLDTIMNS noe°ear`� �.vawwrammumsm1 BAYS SEIMIES FROYSIFD fDRt PREMIER PORTABLE BUILDINGS . 317 FAST STATE LUTE ROAD SOUTH FULTON,TN 38257 . NWNrRBITNBUTUHN 5U5 REHM DESC1 P1KN DAZE HT • am 10.3.22 -EROECT NO: 22192 -. DRAWING BE JR OAF BC WG DRC NO: A-4 >o 01-th °enn0' 6 of II AREA FOR APPROVAL SUNS Mk an ink 0 abam®um 0 0 asr�i OM=IMOra in _�— Aa mI m M a I aPz,Om OM./m6lf IC -- Irk _.. ... .. lh nu11Y16o yam a1 wel11PJ Poll ilt ,• �wLl.iW a 9`tl� I.0 mG./�11r d°D1 1- ill" 4 :Az. wL mlWc9e.mv 111111 VVi+bb••�II'I slm An6LP MOM naDm IIIriiiiIJ1rvCmMlD no6w40 _ , __ flna lalo IIF::"- ° ° I, -'—AO4AT lralrrcmm6 I -- --- -- -© atlix ramA< ° ° Illiii1i ro,,w,.oev 1Q�uac�6 ` °GABLE SECTION OSIDEWALL FRAMING v ®GAMBREL SECTION OSIDEWALL FRAMING FLCOI MO-I I{-IMAM YU.Me lq a PC CI mr4 El IOC.MSC x .Irma 9m041.w Ia RV v=Wool D 6a 1r■WON AO x COMA■m MOM INI99R I OWN 19 rc.IN N m r4 IN Ism IWID x 1 caiD MALIASm90Ia IMO l WIC NW.OM 01O. 1 SaL SCE 111D 09�1 W AIL 119910 NA 91a0 I1rf ICNUlf OW 13 WI xDw1A Pl O6 wAnlvxxA9wl OW 61a RZWLP/.1 I. AO m 11910 WY 6:Pao N TAD M la woo I/A-0 0 IR-0a�DID ® Nei WO W tar 10=PO nq Ark v :(1rfltlI . im 6ne�m9d6m1x ,_iii iii C�611 WW•IYOCLO `fKVPO11n0D®6 ,RrlmM_ 4 I J. IY4WIr461raIC emmne © . , If4 ( Ir4m1f4 A11falYlmoa 0 © umS°p 9>a ILL --may- a, Q a P.I.9P p C AL e"CC ®GARDEN SHED SECTION eSIDEWALL FRAMING ©®COTTAGE SHED SECTION eSIDEWALL FRAMING 19i1G9Z 1/A'•1'4 WILL I/A••I'4 by+O 1/1'•1.4 9aD 1/r l'4 PROJECT• NM a 9m9 Al 1 41 FM OMI FIE lC a ED.0 m r41IN 1Ca1 WA-II 616R 1110C.CI OWL MUD 1.UM IDm16 Oa if N 16CI1 ON x®1A t. 91 OM a soul A-1 1 A-1 W NO T1�T/ 1 911401106CCIa RI AL IA9O991a I L9O mak 1 v x MOLL as I la mown AR 9mA UIIYII SHED a De 9m11 a nsom tool Wu names RN woo a le IC NE coal MN tun W Mr I. >a am Irmo 1D et Lao II AI w WI IF OfI610Im Wes NM Wma® II r./•(N m m PJ inP3 )ATE• y, Ps LPiTPIGIL OEEAlDETAILS°I N F Ar OMO 1/ IA: V(f�P�FO 6VffitlpeM I sl m(YOJ 11 m ala(0 re rs lv.ry .YT, /1IIII 00 416 WOW 6M SPECW.IYV SI C1+m11'y./yONI.a11•u �Y :AM WINDOW m'r1°/x°aSO�oaa9.0 I' ii.• .. K nDaffi °HEADER DETAIL 9I111/A ®m IAWLIIIO(MJ .ma NC ,y 4o1 r-r4 (04123.41013 D � ® 1►2a6i_� I.: A M0illmm - OO.M 1C®OL COIL U LE 1em DDdm otorw mD im v P,9a CORNER ALTERNATE7VAt DESION SOURIIONS 4x °SSKID TO JOIST DETAIL ®CONNECTION DETAIL 0WALL TO RIM JOIST mnva m 1_I/!TO 91AL I_I/Y.f4 9J1L•I_I/L'TO I. NI VD a MS A- 1 W MC INCI1.01 NCO WM WIC BK.NERNO srmmfs PRIMED m2 DOOR 1 IC/MONO=ILL RA la MOWN. ID®a96 WI. COM:MP PLUS PREMIER PORTABLE BUILDINGS e HEADER DETAIL M (�{� N� M 317 EAST STATE 1NE ROAD 38257 SOLD Y-1'-0' • >' WI I PV WI V V Y I W SOUTH WON,DI DS.US It _ _ ti KMMl1 i. HALM gyLtiQ �su1 6Ew®na1 a¢ B( h.MN 2. h FM INIZES MOO ,'WI '�A\, 0D1u.3IX OW ref L\I►0\II ��iflli m2CrMX ®Lv9a ���) I1 a6apga DanaourME LI aim LATE 103T2 �" AI 'II\II\ W(WECf NO.: 22192 I mrmL.6m ImaL wlm DRAM fM. JH DOOR DOOR jC_C* I�� �� °"BR °" uEl� LYNG KU ®HEADER DETAIL ®HEADER DETAIL e TOP PLATE SPLICE DETAIL ®SPLICE CONNECTION DETAIL A-5 ICED I_I/Y•I'4 M.1_I/1'-i'4 y•Vfi{�fpq I. O0I00Cl flaAd WA11 �. v 1 Ma rosl000 K anDCMW.Yl IA9pO p 7 of 11 I AREA FOR APPROVAL STAUPS a RR Iml MO51MS 1691w FIR AO SCUM D.UM aivrd.O / WO co at MI=RAM I./ID=DIPd l.m r y.•rm.o® /� . ,M'616 aww Di ono ics `r. alai aST MOOmR69 d_ d_ W.i amM /ICI:., • K.z,auR amRwJ '- 1_(�E MM.Rr DIE =,111 fir./O16a ze9. I n � w Mola,am.xyc '; e a.ai o6./m , arm, axoe on timi® r4 63163 wino apt 6u,ar w.m D.am OW wrm OIY . . . TOP R TOP R OPTIONAL TOP R CONNECTION DETAIL °CONNECTION DETAIL °CONNECTION DETAIL A 6 mu,,-,/r-,•d A 8 muc,-,/7-rd h..e St.,-,/Y.rd WO Ia(RP.) EL Ka-Cro, niEllocom MO VIP orate Emu ADD °METAL ROOFING SCREW PATTERN nm A..e SO.M1rd wi °TRUSS DETAIL °NOT USED PROJECT:A..B ..D,-1/11•,'d A..g GILL,-yr.rd Dm� `I� UTILITY SHED e rx sn : , MD 6EVRs ° DON VAN GERVE P.E.o SPECIALTY STRUCTURAL ENGINEER rw/wM66® a antn to 6+Mras 6w w Duu�CO UMila Lk DO v,OIm I 6,o'rr 6.ww rdm a61o7%SCE Dovwm D. woo.ff SUN%,Mwa w�... WINDOW WINDOW HEADER `L. A�TEANAiE DESIGN,-... .....S 7r OPTIONAL BLDG. SKID ©SILL DETAIL eWITHOUT STRAP DETAIL ®ISOMETRIC DETAIL "6 e0t sans ArornEn FOR NMI MI rI (aa,om*SI ___ O O SUUIR FLASK 7N 38757 IYA'N.PD CERBIl8DP1GSIf5 REVt9Q7 DESffPRUN 617E EN o 0 o ° 0 fd lO0 a SIZE.r6t r w SE.aOlC INURE DeollWMm .ML..,(06,al.r WE 16�T2 Cr 93)WOO' it MS II 61Vnr 9.w Ir MIw D.DO V NSW V DIM.101:01 tQ CMOS PROJECT NO( RY 42I rya 9]/mm10.&D M ya,O m lmilam r(M)L,Nhr uww aRww DO OHM LD Ma. Eel SIMOv ID I' mr W mow O.ww DRAY=DO. 1 DO WILCO W mr BLDG. SKID lND: DVD ©ISOMETRIC DETAIL A-0scat W. ENDWALL A-6 30 :, IMAM MN NM 101 "�"" ®HEADER DETAIL ®HEADER DETAIL �/ " °9f 11 1 SEED6,D.O SOU=RR ML MOM My SUM M.it Mcu�MI MVO.�. k 8 of 11 1 AREA FOR APPROVAL STAHPS DALRIm a RW OC-- SOU 7W a DOPES—1 •••—N40131.11D ID® SQ PRIA-I I Sd I P.O. I Sd aI d Lfmffi RR Man OM MILE b Am PI NS ID MCP 5 .1:.1:. i1iI �/11111i1111 11111 :wm)4 v Pm I�iqiiii1affit0CTC1 1 !11'1 11�1111111 111111'11i1 45y N—\ .,L ak p ®FLOOR FRAMING PLAN Irzy QS Im SOO ViacN .a[m l�ws m RM.D ® OCT I/M'd a ROM ���_ PS flaw tm00./(11 �^ P COX RPMm COAL J7i-DV NC[ -A- P0ffiI 6.11YNeW OT OldAW II C.sA S00® f1w ROM ER n ROOM®SO AIL I IV I ID rsm I -\\-1P LPMOS=R=. I Raw API a RDI KG .r 1•-r I r-r \_E-D �, 1'{ - 5---- r 101u1 Id ILL Ow IL Y IW DODO R.PS SO RP RAO nID mOfAYR.SLPma OPTIONAL PORCH ""Rill m" mLIMLa�,' ®SECTION DETAIL . 1-IA•.Id ®FLOOR FRAMING PLAN ....I/..rd VS IA SIZE Dion) .� 4. ,� rRRL Taw AA AIL axmla13l i IIIIIIII I I I III I'N I IIIIIIIIlilll 11 I I "100aw1' PROJECT Illd ii.ate )1� 1�4112"1 111:! 111'11 IIII LI 1 f ,n 4 ,i.II 1 t I` I Ili'I II i I� J .I(.s7 i WILILY SHED )Ililllll 11 11'II Il 1 \ I i i 1 I 1 I ; III 1 9Rl.im MIN I `N 1 Om10 a COW I111 I ;IAIIE II OPTIONAL PORCH PIAIS.SECTIONS&DETAES DMZ MCI a1 1 1 VIM I I e ®SIDEWALL ELEVATION IDON VAN GERVE P.E. 9L I/r.rd o3oA PaAo1 sea fmI pose-ea-DJ `PET,VL7Y SfRUCNRAL ENGINEER 1. [wad IOQ BUILDING PORCH OPTIONS POIS SOLD vr-rd (COI SAL WC) IrRP� nR.1.RAUL ` . ALTEANDODESIBRSOLIRI „ „ noe riirs.lr • elwalwRlommmgame uA mf ® BA'JfD�C SEANCES Mire fA4 161 MP DSC MO.POI 1111011MOSS MOM. 4 4 0 4PREMIER PORTABLE BUILDINGS 317 EASE STATE Loll ROW IA PI Ina '� SPRH FILERS.DI 3S.US 10 PI RfMO Om a lw 11•.90.1.E RP,S-/ WNNPREI9FABI111DDlOS.US 011V Ea ®m./DI amen ml wAloa tm Ral PAS In D.DVS a A•./. owR fd Ym IA V MI 1N.pl IP rial REAM DfS�PDON 011E 1ff CO.IAD)was lQ-CYw w DO Im Y ILL PO ffi®L]/4)Ia MMO]AI r 9 s®CM) r W®DIPI SC:®l 7A-1 PS CVO= 1bT I1E5 Na0.9 A (Dam'ar RN MS (1)0OS slme OM (Oauler wu ...1. Y Pl.Rm _ ao Wl R.11m to r MT Im.wn=ffi it) smoenxa[ WE: 10J71 r API PROJECT NO: 22102 DRAMWC B15 JH LA PS 0.91 KV9O IA.EPaw OV CM BY: LNG PIG NO: m�E �RmmW PM A-7 r�R1®OW) r��1�' �� "`� OPTIONAL PORCH tl PL9 Id 1.IA LP ME y\I..V2(.IDq} ()PORCH TOP PLATE DETAIL e PORCH TOP PLATE DETAIL ()POST TO RIM JOIST DETAIL e POST TO RIM JOIST DETAIL ®POST TO TOP PLATE DETAIL •'- ®�L I-IA•.rd S.E:I-I/f.rd SOIL I-I/f.rd saL I-I/r.rd 9AL a1s °�a'sslD'e� I 9of11 I ����� Ili wr/ar9Mu III • SomuNOmmE I GROUND ANCHOR SCHEDULE 5m MOLT Da ME lag E17J m 5oe a�IL lis Mu� ® 'III —°I��rcWu�iII MODEL l PARE A DESCRIPTIONELAM k;1,111 ODE 01116.100 ,= 111 �� n L ■ I�I�I VIl 9 ul2ro/e 59mo/Ssoel 4e.(6 ROD./(t)exam 4A We �_U IuI, i'I,1 1 R•14. O.Ca MNrI ur CIA.w/`mr.m M 6 MEIIIIIII levee f WIC NO Pp YIOW4 59oes/59094 48•.I(•mn r/(Or E E W.Oaratm wJ _1��l' �• • Y1/29/4 59125 42'.I(•b7D./(2)4'Y1487/4 59088 48'L YI'R7D r/(2)4' il u• Ixse • � - - � _ If-.I! III. I I - ---oiiiOiiiiiiiiiili' I I f I'' I_I I .(I i.: � I._ - - ---- - 81L84 59250 3e L M RaD. I 4.101tt a I s•HEM II: 1-:111.-III iIl_.i 'I_Ii' ,'11= :.li "i ;' .=tu 1 --i!, I :.n.- E_;I;-;,;! 1 ' I IL.,. lil._., ,�I_:_I,_.(li-- IIII■II!!i Sla'I'II1I ll on77. a I11-.)1Hl'i,l;' ==.11 III;;:I I'.-:III. =11i=- -Ifr:111.= aima IIVIDE CO PCCODE f i---' 'C MGIL{ WA mg EIEANCHON-4e z9f'r/(1Ie lax 4A NN1m e7mRnsa7 il-- I:1:1 i--1i:_= O0E ROM.OR CO 'flir :-!I_::I!I-� `11--11_ III--I_ DN1'S1.0MM e0C0 �.�!�I Il�li, _,i5��1� L91G =,MOmNWMm eNel1'Wmwamo mb m 10WL EOM I1L;:1 '::I 91G.!,II'.I' il} ;III_; WA 59045 EYEANCNON-45'zY•r/(0emax 4A CaYO YOm 0mS2 Wiu m OReI BM M M WR7M�� ;...III ''' I. I'a II L:.11' =;�� n.JI' 0 Y509 59099 80'K 11'6/(1)T HEIDI 48 I. IODIC 1aOIbwR N0m mm0cM - WET A-1 RI I®LOUOi OF fUnIDll REEL L mum MUM Nam mmR a NOT A. © rn Nam mama NM s<m I_ -'I— • FLOOR FRAMING PLAN 1 N 1 a Bln ROE A WAW m,/M,m Imt Mwaa, ©FLOOR 00 MIT SOW MOO) * I,y, WA s9ow DE ANCHOR 50•x 35'r/(1)5'HEM 48 1. 00*7 NCBNL CEDE/L M GM OaM NM WOOL. ©HELIX ANCHOR DETAIL ®OPTIONAL ANCHOR DETAIL ©ANCHOR DETAIL ` e m.aw'aa11nMmY "°' A-0 Sm1 I-1/hi'd 1000 I-1/2-I'-0• ©ANCHOR I-1/t l'd �md.4�L10 a RV Mam 9'A=A IN0N SW Mm9681 y P. SKI 0701a NCO 11LW}. OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES - BUILDING WIDTH NUMBER OF PADS BY LENGTH UNDER EACH SKID eta _ -? 1' e t 10'-0' 12-0 14-0 16-0 18-0 20-0 22-0 2.4-0 26-0 28-0 30-0 32E-I-34-0 �38-0 q0-0 ¢0-0 60-0 4, SOO 8'-0' 3 3 3 3 3 4 4 4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Y 10'-0' 3 3 3 4 4 4 4 5 5 5 5 WA N/A N/A N/A N/A N/A N/A • It'-Y 2 2 3 3 3 3 3 3 3 4 4 4 N/A N/A WA N/A WA' N/A PROJECT: GOAmluteuRo 12.-0' 2 2 3 3 3 3 3 3 4 4 4 4 4 4 WA WA WA WA ©PAD DETAILS UTILITY SHED IP-0' 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 7 ©PAD 1-1/r-ed DEEDILICHM IOW 2 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 8 7 L DO OMCOMMEN E0 01018 WOO NL OS= ANCHORING FOR 120 M,P.H.WIND SPEED.EXPOSURE'C'-3/8'ANCHOR BOLT L ax01.01L m°MLo ENO=MX 110706111 CC.MaMOM:INa EASIP8N6 Sa1Enu00/WIND LOA00r0 • 0®am 0O1 00 OWN NO O M0 5NLL E WIM®10 NUMBER OF ANCHORS EACH SIDE WALL fcmmRbma®Mm la NIL BUILDING 3 111 mNbgn OWL E NEMO FE OE.aa0I7L NO ma MAX. NO0�m COMO= a n[11.1.0.11.0 m MOON DON SPECALIY�SIRUCNNAL ENGINEER SPACING 10-0 12-0 14'-0'16'-0'18'-0',20-0 22-0 24-0 26-0 a DEO RA0 NE OE RO®IW 14ML®0 b MC DDC 1W ON OVERTURN 2��0-0 37-0 34-D 36-0 }B-0 40-0 50'-0'¢0'-0' Sal 1NOM COIL x OW E.COMORO SOL WOOx It 003 SR BON Nx N000 01 OWL R Cm®0OI - DE WE SWIM b MONO ARE SNU EBMEVLI OM DC - 8•-0' 115 4 4 4 5 5 7 7 7 7 7 0 9 9 13 11 12 13 14 ME®mq,..-A®raecLmLnnBD�,x I0-0' 3 4 4 4 5 5 7 7 7 7 7 0 9 9 I4 11 12 13 14 L PM MOM 13 nC5b0em(1Qm101NLm1 E Ka ®CE®m1=SWF.D8mm. 'II ALTERNATEDESIONySOLUTIDNS 11'-2' 3.98 3 3 3 4 4 5 8 8 8 5 8 5 8 II 10 10 II 12 ` eon COWL MEE SILL O WOE m E MD NO m0L a LLEbo� INDIALTINAIWIED031.06611 NOW Dun DOE NM MID E xBmm. 12' 4.01 3 3 3 4 4 8 5 5 5 5 8 8 8 10 10 10 10 II 7. DE blur NO mmenn BOLL KID WW1 DO DIME ROI MO K TN/IP01000DS OWE taw NMm®wI mL FIE MOO O. MORO ]Meno®o11AM MEMO MINCES MOWED RM 14•0' 4.10 3 3 3 4 4 5 5 5 5 5 8 8 8 10 9 8 10 11 ewmlr 1110 OW b x 1 Wett l AL ICEr M AO 01701 PREMIER PORTABLE BUILDINGS e1LLlex0vamsbu 1, LOCOBNOM E WE WE O EmG1ON.,TIUYM TE06x O[aM 18'-0' 4.15 3 3 3 4 4 5 5 5 5 5 8 8 8 10 9 9 10 11 r5W PROSE Dal NODLammaBLanamLo� 317111 STATE TREE ROAD 257 BOLL Wa mrNaemNmxlNm Nat SOUTH FUUON,7N J8257 a Olmn®sal OEM NO 10TN1 RN Dame NO MOO= AAN.400832BUWKN0SU5 ANCHORING FOR 120 M.P.H.WIND SPEED.EXPOSURE'C.-5/8'ANCHOR BOLT 0M01ID®M mImR'CDM E eNLL OM El 0017.113010 Dr OEM In 00 ROO WORM WOOL le L@a*11 O CO)TM.O Nib xI MO OF WE IC Fe fe MUT NUMBER OF ANCHORS EACH SIDE WAIL IOW NO Sal E DW lma®m V DO COMERCOMER10 ND xW REVISER DEscvPeDv OAtE �' Pa RIME MOMmA7a TRI 4 L Mm DO Sea MIDI AIL L WO Na Leal•Ma MAX. 06 0 L De In MR90110m awns DOmCL 010 x COMIC.Ea FIRM SPACING 10-0 12-0 14-0 16-0 18-0 20-0 22-0.24-0 26-0 28-0 30-0 32-0 34'-0'36'-0'38'-0'40'-0'50'-0'60'-0' x a wa • MLR OVERTURN DCDcm00811 m=W.ioa 81TE 10.312 8 4.514 4 5 5 5 0 8 5 5 5 7 8 8 8 8 89 10 IL DR D103015 5w1 MINOM ODE W LICE III MOM LI PROJECT NW22192 COMET Na COED 080010 NO 0M00 DE E1 MR Ile 10'-0' 4.30 4 4 5 5 8 B 8 5 e 8 7 8 .e e 8 8 9 1D PI52C7.NL COM M7 MC mnwna.IC MOE maan Wm DRAW 80 JH DF RIM b Dr ODOM CORM MD OEM b x MARL NO CO DR1[bSMO 5m.1 WM Na COMM CNK R(: NG IV-Y 5.84 3 4 4 4 5 5 5 8 5 e 7 7 7 7 7 7 8 9 IL N1.1p LMMm001EC sops NO Mb=Waf MO 9910 MU VW,Np_ NIL LID 1®YM IRO PO WWL NM DAL E I0D1110 Elf WOOD©GRUB IC WR gat u COMM W NSIONE Wu 20 ,•ysi?� 12-0' S88 3 4 4 4 5 5 5 5 5 5 6 7 7 7 7 7 8 5 08 NO�10...00 FN MM�0ILa mm¢ . A-8 `. y`' N... N9 14•-0' 601 3 3 4 4 4 5 5 5 5 5 8 5 8 6 8 6 7 8 R xmumuW CE In N0e0M MO MOMNL f mR mDox 0®aR NO 7Nr®aac®M 20� it 16'-0' e.13 3 3 4 4 4 5 5 5 5 5 8 8 5 8 0 I 7 8 IL Id mOu COM=DOE E REMO=In mE OLDIE..., � �Q/` �YAR8x0a3000OR WMna DL F10H ROW MOLE AO%LSSI50> 10 of 11 I •.1. AREA FOR APPROVAL SAWS HP22-(6 thru 15) HP21 - HP22.7`,141,44f,. , nr+2"2.10'.HP22.1Z HP22.15) SINGLE SLOT ' 4. AME CLAMP 1.1 ) FR BUCKLE Carr 1.4. aal'a W/STRAP II . . j14:•' •'1'.;4•1•A'''' tr1r10129411.L HP21-(6 thru 15) HPAB 1.1 HP21.10'.1.0,11.12.,HP21.151 P.2gMr ANCHOR SINGLE BUCKLE • BOLT&NUT W/STRAP Plaw en:it. 2114 (kip/ • 1:0 zser Icrfte O.:63 ARM HPSS STRAP SEAL HP22 INSTALLATION INSTRUCT,ONS:2-314 MEM FRAME ..• mgr. ,7/16 • Fs.- ttv.anzr t.cmsteoctrreetunci • CLAMP Uso Srouda pbeeci:mot. S. 1 CM DWI 6..4 I/DUTY SHED Penn.:en Wentacs.am tyro an-bp a • 171LE• PRODUCT CUT SHEETS • 8 9 DON VAN GERVE,P.E SPECIALTY STRUCTURAL ENGINEER ..11 VIFIErumiggliarit MO!MUM 1111.1.4115111.11390011.42:111011 ACIEERIV 51117CES PROWITED FOR PREMIER PORTABLE BUILDINGS 317 EAST STATE LDIE ROAD SOWN FULTON.TN 35257 • PNAY.PRELEERBUEDINGSUS REVISION DESCRFRON WE BY CATE 103.22 PROJECT NO.: 22192 DRAPING 130 JH CM BY: ENG ORO 90.: A-9 Jo 4,40 ip (17 Vkms • tvRoo` II of 11 A ilECEBVEITI) 11 OCT 0 5 2023 [0 \ , TOWN OF QUEENSBURY BUILDING&CODES (0\10° ..------- 412_ \ C ki°‘( (le.°6 c, -0 __9, --c. ...._ .,q (91 \?, ,i d< • 1 1 NN( J9 ___ _ 6c-el P-Icol Cit 0 G.