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Plans & Mapi Strong -Drive• SOWC TRUSS Screw Allowable Roof -to -Wall Connection Loads - OFL, SP, SPF,111" . Waor ThmaeAAmMe Leads_ - Model Ouarlw I Lengtl Udj4 OFySP SPF/NF. __ RN- Ne. Ih.) I Ih1 Upon FL_ FI _ F SOWC16600 _Dn:l- At52 I L 5H 61E 130 225 485 115 192 IPS.FN 1. Ludsh+re been .fi inueased for wind and ezrthcuaim(CO "I.E), I Scawe are shown iW.W on Re inlerbr Tide Cl the wallr31.113llons no 1VllMr rcaases allowed. Reduce when oche, baei goseln an IN eaeripr Skid of the MY Ile.-Pubk Mon the 1.11. r M Iron oHrlungs 2- Allowable bads are far an St—g-Drin SOWC Trus1.1111, Wled the lap p4tes a minimum of TN per[he 'Reau—ndld'a1'Oplwrul' Insta6aCen nIVILlion, The Sttong-Dr(ve50WCTruss strew is to bimal;W tMouph eaoudeh 6. PorUDbR GGnbnVpuN load Pal A, lap p44astud conneptaa suell+stM R2.SA, TSPor MTSl2mustbel=!edonlhesam@SidoollMwaaasth!urew. 140311amloamr—NIlNsso.rane, E. When ten strew is loaded vlwdaneously In more team and dir. tar. the all—ble load O. M Strong-Ddw SDWC Truss unne may be used in each ply or 2-111 must be mlu ted using thetDW*Ing uNty%alion.(D-jm Upidl tAII A We Uplift)♦ eac 3-ply ranenatr I"s TM allmttli cplin bad Far h Anon, bd (Design F.' A1:mb1eFl)e(Dn1FFa_ klo !,le F2)S10 muldpllad WX. but may be hmited by the U030y Cl Ina plate w lM coma9on OeM2en me mpp441otnefalK-p bebw.Shorg-Dtiw SOWC ]Table beds do not appty to IT— wdmend gain bearing. S. Tap p4te. stud and lop pole Whdd Datenad par ad pbcm48rbmg Cone Tmss isms in Pawl ass o". nsN be soaadamxsrMn of IH'P c. Typical Roof -to -Wall Connection Typical Sbgag-Drime SOWC ldalalution- InstaluOcs Angle Limit Truce Aliq.d with Stud (Df Of—Sinilly) Orad 14, fym top plate spicy prfulls-a4en p11n. Edge Olstanct f ar Top Piste Sptie NOTE: ELEVATIONS SHOWN SUGGEST DOOR AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. 5� VINYL — _ ___ _ T-111 OPTION _—_-�-_- _ OPTION ALUMDMF FASCIA ------- --- 1x6 FASCIA _ -- -- - _ 3/8 PLYWOOD SOFFIT VINYL SOFFIT — _ _ — -- "Z- _ 1-FLASHING I VINYL CORNER BOARDS ___ _ -- -- _. -- IX4 CORNER BOARDS — DBL. 4 VINYL SIDING _ - -. - T-I 31 SIDING REAR ELEVATION 1/2" OSB ROOF SHEATHING TRUSS 1/2" OSB ROOF SHEATHING 12 JROOFT.IIUSS15 sorer®�s>mowxsouROOF TRUSSssncTaust®prwleaMETALDRIP EDGE END TRUSS PETAL DRIP EDGE 1X8 FASCIA 2X6 RAKE ALUMINUM FASCIALADDER w/ F CHANNEL 3/8PLYWOOD SOFFIT BLOCKING 2X8 SUBFASCUWALL SHEATHING 5/4X3 SOFFIT NAILER w 24" OC VINYL. SOFFIT 2X4 STUDS 0 16OC 3/4" QUARTER ROUND � WALL STUDS BEYOND 2X4 STUDS ® 16" OC J CHANNEL T-111 SIDING OPTIONAL 4 VINYL- SIDING RAKE LADDER[::�:DBL 7/16 OSB WALL SHEATHING FRAMING DETAIL SAVE DETAIL VINYL OPTION EAVE DETAIL T-111 OPTION I I I I ROOFING SHINGLES I I I I I I 1 — I I 26,-0" --i OPTION "---------------28_0_-------------------I• I I 90'-0" OP'lTON I A' ----------------------------------------a RIGHT ELEVATION r-T- I I I I I I I r—� I I ' I I I ; I 28'-0" OPTION j--------------------------------------+' -------- --- 30'-V OP'C10N ---------------------4 LEFT ELEVATION PRE-ENGINEERED ROOF TRUSSES ARE.DESIGNED TO RESIST ROOF LOADS OF: 70 PSF GROUND SNOW LOAD ie TRUSSES 016" OC 60 PSF GROUND SNOW LOAD w/ TRUSSES ® 24" OC 10 PSF TOP CORD DEAD LOAD 10 PSF BOTTOM CORD DEAD LOAD 115 MPH WIND LOAD CROSS SECTION w/ T-111 OPTION VINYL, SIDING OPTION SIMILAR. SEE DETAILS ABOVE iD i — ,?D- OCT 18 2022 TOVVM OF 0Ur='-_NS8URY Gill; F1l3 kc FICE NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF ICE AND WATER SHIELD AT THE EAVES. IF THE ROOF LOADING IN YOUR AREA DIFFERS FROM THE ABOVE SPECIFICATIONS, PLEASE ADVISE YOUR CURTIS LUMBER SALES PERSON IMMEDIATELY. ROOF NOTES ROOFING SHINGLES 17 FELT PAPER 1 2 OSB ROOF SHEATHING TRUSSES O 24" OC w 80 PSF GROUND SNOW LOAD OR 18" OC w/ 70 P GROUND SNOW LOAD SDWC 7RU55 TIED WLN SCREWS METAL DRIP EDGE IX8 FASCIA 3/8" PLYWOOD SOFFIT 6/4X9 SOFFIT MAILERS 3/4" QUARTER ROUND 1 ALL - SOFFIT TRIM WALL NOTES 2X4 STUBS b 16" OC T-111 SmING TREATED 2X4 BOTTOM PLATE FOUNDATION NOTES 1/2"X12" ANCHOR BOLTS SPACED A MAX. OF 72" OC AND I IN FROM EACH END DHB�TONC�-PfC-RLL4F. " W/ 2 µ REBARS 4 CONC. SLAB OVER COMPACTED SOIL SHAH REINF. W/ 6X6 W.W.M. NOTE: FOUNDATION MATERIALS ARE NOT PART OF PACKAGE. 24'X26',28',30' 2—CAR GARAGE Scale: 1/4"=v_o" Approved Drawn By: SRF Date: 9/29/16 Job No: Title: ELEVATIONS/X-SECT. Page: 1 CURTIS LUMBER CO.,INC. o•-p FRONT PORTAL WALL 24' 23'-5• V-1 3/4' a 23•-B" _ €€ f €€ 3F 11• m 15 I/4• 10 3 4• u II 1'-11' 1'-8• e•-o- 3 1/2' a•-o• R6olm roP Pun REAR WALL I 15 1/4- ICitlA - PORTAL WALL DETAIL ALL WALL FRAMING VIEWED FROM EXTERIOR ezr3xro, roua_ero;ru w.,.e,rt�P:.-f..w,,,.P,. I rnx s�.va Peru rP.wc orrori eween w.w rxu I ixs.cx M.:v� I rnxF.n:Pnxnoe.3P,R,u ..._,_.,•� rcos�.aE°Paj A A p,q�bjxm �WiwG f5rVJ5wW� I.A xxsi�iiiin°,u,Prm ��r.� cam; e e wn x Taj'••i.'PIAiEawre,rtx FRONT ELEVATION SECTION Far SI: 1 inch = 25.4 — I loot = 304.8 =. FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C NOTE: WALL FRAMING SHOWN SUGGEST 24'-0' DOOR AND WINDOW LOCATIONS. ACTUAL lz'-o• Iz'-o• LOCATIONS DETERMINED BY OWNER. ------------------------------- --- � I I 11 © Ie•-e- REAR WALL ® II e•-o• I I I I VSH 2830 3B I I I nl I I I as sron+ I I I I 38''-- •6/e• Al. FRONT PORTAL WAIL FLOOR PLAN OH DOOR OOLmRIlIPl® J RAmMlRvOnB LL/FIORL'IALMING mBaarDVss LEesemToemxAc uI9sL1]a�4rauc8 o z3s °mAa n 2015 INTERNATIONAL RESIDENTIAL CODE CODE II' S'-,. 5'-6" 5'-8" 5-6- I'I ------------- -- ii IIIIIIIIIIII f ' a o y e" co O-------6----/--y VER GONC. FOOTING REINF. R/ 2 q4 REBARS CONTINUOUS UYEXCAVATED W/ 4' GONG. SLAB POURED OVER, SL1REINF. W/ 8X8 W.W.M. 3C DROP SHADED AREAS SLAB TO POUR OYU TIP. 3-PIACES -------- -- - -7 - s/ I1 9 '- - - - - - - - - - - - - - - - - - - - - - - - -6 11/1-• 9 5/8• 9-3• 1'-6' oN FOUNDATION PLAN ' 1• lfi 1/4"IB' 1'YP. i• c o i- i u•-o• ezcolm roe cure Iz•-o• ettnlm roP eun LEFT WALL 3 1/2• 3 1/2" 11 3/4• 187YP. Bt11-/2- I IT-8 1/2" �m"'� .•• Ie ,/e• III„• m Ie•-o• szcoxo roP Pun le=©Ire- 3 1 MT WALL ga 6T 15 I/4' 16• TIP. 13'-6 1/2" -•1o�1IIIIII1IIIIII I �'oIIIIIIiIIIIII I I NOTE: WHEN 28' OR 30' GARAGE OPTIONS ARE USED ADJUST WALL PANELS # 4, 5, 8, & 9 LENGTH ACCORDINGLY WITH MATERIAL SUPPLIED BY CURTIS LUMBER . 1— �+ I I F RD R.RY SLAB 1/2"X12' ANCHOR BOLT GRADE COMPACTED SOH DLM�—_ J —1 BI IB' ] FOUNDATION WALL iG POOTIC /4 REBAR FOUNATION DETAIL 3C Map Reference: Map of a Survey of Lands of Nancy A. Nicholson Tina N. Dzialo And John N. Dzialo Dated: June 5, 2020 By: Charles T. Macy Lands of Terry Brown 308.11-1-38.1 NOTES: 1.j THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF ANABSTRACTOF TITLE.I AN UP70 DATE TITLE REPORT AND IS THEREFORE SUB/ECi i0 ANYSTATEMENT OF FACTS SHOWN THEREON. 2) NO PROPERTY CORNERS WERE SETAS PARTOF THISSURVEY. 3) PARCEL IS SUBJECT TDANYEASEMOWSOFRECORD. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED eYTHE NEW YORK STA TE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) TH(SMAPISCOPYRIGHTO 202/VANDUSEN4STEVESLAND SURVEYORS. UNAUTHORtZEDALTERAT)ONORADDMR TOTHIS DOCUMENTIS VIOLATION OF SECTION 7209. SUBDMSION2 OFNEW YORK STATE EDUCATION LAW. 6.) DIMENSIONS BETWEEN PROPERTYLINESAND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSEOF INTERPRETING THEIR CONFORMANCE WRH ZONING AND NOT INTENDED T DAID /N THE ESTABL I SHIJENT OR RETRACEhIENT OF PROPERTYIJN'ES. 7J UNDERGROUND UTILITIES. IFANY, ARE NOTSHOWN HEREON. e) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBURYAND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS. AND TO WHATEVER RIGHTS. TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 9.) BOUNDARY AND IMPROVEMENTS AS PER MAP REFERENCE 10.) MOBILE HOME NEAREST TO LUZERNE ROAD MUSTBE REMOVED WIT? [IN 3 YEARS AFTER THE DEATH OF RICHARD M NICHOLSON Lands of Nancy A. Nicholson 308.7-1.3.31 S 88°30'41' E S 88°33'17' E 469. 79' 424. 77' — — — — I I I I I I I I I I I I Lot 2 Area 586153.6 Sq. Feet 13.5 Acres I i 3 W I N � I1 O C� O O N I ^O o y Z I I I I I I I I \ i / I / \ \ N ?7 / °42 W \ \ /08.\ I \\\ 35391,\\ I Lot 1 Area \ / 92345.6 Sq. Feet \ 2.1 Acres O s� 311. 29' SS ss DD Q Q Lands of Fred Smith 353.95 NdG \ /,{' I ,n �o Lands of -V \ N Randy Ryerson Ltl2�jn@� 308.11-1-40.1 Road 60.00 \ • I _ 7p5' 00' 2021 Lands of Fred Snith 308.11-1-42 N w � `/ 4 z '1 v ° z U1 �` W u z -d F� a ^4rJ1 /t1 � S < I n R � O Detn December 9L 2021 Bcele 1`60' 5-1