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8809
BUILDING PERMIT TOWN OF QUEENSBURY No. 8809 WARREN COUNTY, NEW YOR K PERMISSION is herebylted to Lloyd and Donna Helman (Glens Falls wawa saki) OWNER of property loted)at `) ) 19 Boulevard • Street, Road or Ave. ti Hi in the Town of Queensbury,To Construct or place a Boat Display Building at the above location in accordance to application together with plot plans and other information hereto filed and Sal tn approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. sv Iv lZ 1. OWNER'S Address is 19 Boulevard o Glens Falls, New York • a 2. CONTRACTOR or BUILDER'S Name phi • to (D same , 3. CONTRACTOR or BUILDER'S Address same 4. ARCHITECT'S Name 5. ARCHITECT'S Address 0 O H ID sv 6. TYPE of Construction—(Please indicate by X) Fi ( )Wood Frame ( ) Masonry ( )Steel (X) Pole Barn 7. PLANS and Specifications • No. 40'x72 ' per plot plan, specifications and application submitted and Var. 944 granted 9-21-84. 8. Proposed Use 0 ¢7 cf' Boat Display Building b H 18. 00 PERMIT FEE PAID —THIS PERMIT EXPIRES May 1 19 85 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this llth Day of October 19 84 R, SIGNED BY "' i. 90 ' r for the Town of Queensbury Building and Zoning Inspect. TOWN OF QUEENSBURY . (Space inside block to be filled in by WARREN Application COUNTY, NEW YORK Building Inspector) p lication for Application No. ��" Permit ls,uc'd 19" BUILDING AND ZONING PERMIT 1'' r'uit Expires. 19. /,1Jnine District • \ attic n1 work,IC., THREE (3) Copies of a PLOT PLAN, Drawn to scale \1'I"'"�c<I by � ( , showing the actual dimensions of the lot to be built RcmarKS' upon, The exact size, and location on the lot of the building to be erected or altered MUST BE SUB- MITTED WITH THIS APPLICATION. I • / cs V P 1 � ; r4 nTe . . . .i i i/ �01-1 TOWN OF QUEENSBURY �y 9/a-//ey DATE REGEHE A PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK ANSWER ALL OF THE FOLLOWING. OCT s 1 198 The undersigned hereby applies for a permit."to do the following work A.M. lT•c P.NL which will be done in accordance with the description, plans and specifi- 71819)14111)12)11213)415I6 cations, and such special conditions as may be indicated on the permit. , ,, ,, ` ' . ' ' ' The owner of this property is: Le-U/0. . ...70N/V4 HeL.,T4A) /9 . O!/L f'rie D L .>.J /`'AGCS A.J. , /IsA`ar) (P.O.ADDRESS) } The person responsible for •supervision of the work insofar as the Building Code and the Zoning Ordinance apply is: 4 h U.yi . . NEcs. i1' -"- /7 d'yo✓LE IiJ7' ) 4_ G Lt✓,vr �n c c.S•- "K . . . (NAME) (P.O.ADDRESS) / Name of Builder L.L.a. y_47.. . . . f/67.4 /W-Ai Address /P ,9O0.L I/a/'.' G'Ge'v f 4Le- ,/.\;9 Name of Plumber Address Name of Mason Address Lot Number Unit Estimated value of proposed work I ga.cie) Name of Village c.i. Als ' -"-/ � � Name of Street 236L'LE 1l6IRip Side of street: north 0, east Lf; south 0. west ❑ Nearest Cross Street 1"Iwr1/c Erb Distance from this cross street . -tg Ft. Property is north ❑,south ❑,east i i, west ❑from Cross Street If on Corner,which corner, northeast northwest ❑, southeast Q. southwest • (Designate by marking with an "X" in the correct space.) ` NATURE OF PROPOSED WORK OCCUPANCY 12 Construction of a new building. Main B*Itling ❑ Addition to a building. One-family dwelling ❑ ❑ Alteration to a building. Two-family dwelling ❑ ❑ Demolition of a building. -family apartment house ❑ Store building ❑ • -car attached garage ❑ Other: • • Accessory Building - • One-car detached garage ❑ Other work. Describe Two-car detached garage ❑ Private chicken house 0 Private storage building UI" • Other: Poi, ,$/tK N ZONING SPECIFICATIONS. Fill in for new building, or addition to existing building, or a change of occupancy. - Indicate on the plot plan street names, the location and size of the property, the location, size and_setbacksof pro- posed buildings,and the location of all existing buildings. NORTH Show proposed building(s) in dotted line and existing .Bou.-ram v.t:29 building(s) in solid line. Size of property (35 ft. x ( S ft. ,J 5C /5 G fr. K• 7 Z FT; X 5-/;;x //7f; V Size and use of existing buildings, if any !fv'x 7 a' /Z')' Sc5 /z X /6", F �� m [11 V1 _-. i m Size of proposed building 9 c' ft.x . . . .`''-R.. . . ft. Height (from grade to ridge) ft. • Front yard ft. _ Side yards ft. and ft. R1 ve2- s� Rear yard ft. SOUTH If on corner,setback from side street ft.. Note: All distances are net, as measured from street side line to nearest part of building. (OVER) 7-73—M (coned.) BUILDING SPECIFICATIONS., • Kind of construction: Wood frame, fire safe, etc.?. . . . . .e? . . . !`-!�4.'."7.``� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Will any second-hand lumber be used? 1Y 0 If so, for what Material of foundation walls GID'..c-r-e-,r—cam "" ' 'Ni �'` Thickness . SW /°li Depth of foundation walls below grade Continuous foundation? NO Will there be a cellar? f If so, material of cellar floor Type of roof: Sloped or flat? S-e-cp.e-49 Material of roof m '— Giza.' i Size, wood studs " x C ", spacing `c� "o.c., length 7.2... ft. Size, floor beams, 1st floor " x ", spacing "o.c., span 4 r- ft. Size, floor beams, 2nd floor " x ", spacing "o.c., span ft. �. "x G ", spacing `f span ceiling beams "o.c., s an ft. Size, roof rafters or beams "x ", spacing "o.c., span ft. Exterior finish /!r C'T1-4- «S r-i/'!4 With what material? . . G!''?.a!: . �'-- . . . . . . . . Finish of interior walls. . . . . . . .4/.0. ?' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . If garage is to be attached, of what material is wall between garage and main buialding to be constructed? wseo s-reEL- Nrt Is there to be an opening between garage and building? Kind of heating system ' r.._ Oil burner or coal? Will a flue-lined chimney be provided? Vs.D . Depth of chimney foundation below grade Height of chimney above roof Will there be a fireplace? N C Depth of fireplace hearth Will a toilet be installed? . Iv O Will a kitchen sink be installed and connected to water supply? 7v L Water supply (public water supply or pump) Distance of cesspool from any private well feet Will drainage system be provided with required traps, cleanouts, and vents? kb Town of Queensbury AFFIDAVIT County of Warren State of New York I swear that to It.,bcy r of my knowledge and belief the statements contained in this application,together with the plans and specifications sub- mitted, are-a true and co.z.•lete statement of all proposed work to be done on the described premt. and that all provisions of the BUILD- ING CODE,THE ZONING ORDINANCE,and all other laws pertaining e proposed work all .mplied with,whether specified or not, and that such work is authorized by the owner. (/y� t ,L � >aa ci Sworn to before me this Signature / OWNER.OWNER'S AGENT.ARCHITECT.CONTRACTOR 1� day of `, --�-- 19�yyy NOTARY PUBLIC, WARREN COUNTY. N. Y. SPECIAL CONDITIONS OF THE PERMIT: • By POLE BUILDING/MACHINE SHED �01x1m I -7a' MATERIAL LIST Quantity Size Description Board Feet 4 PCs. - 22' Treated Poles 469 4 PCs. Y 20' Treated Poles 427 17 PCs. 18' Treated Poles 1632 1 Pc. 4x4 - 18' Treated Poles 24 9 PCs. 2x10-16' Treated Skirt Board 240 2 PCs. 1x10-12' Treated Skirt Board 40 1 Pc. 2x10- 8' Treated Skirt Board 13 9 PCs. 2x4 - 8' Girder Support 48 1 Pc. 2x12-18' Girders 36 17 PCs. 2x12-16' Girders 544 1 Pc. 2x12- 18' Girders Gable End with Door 36 2 PCs. 2x12- 12' Girders Gable End with Door 48 2 PCs. 2x14-18' Door Header, Cut 84 1 3/8"x1311x16'-7 1/2" Steel Flitch Plate - 24 1/2" dia. x 4" Bolts with Washers - 1 Pc. 2x6 - 8' Door Header Supports 8 4 1/2" dia. x 12" Bolts with Washers - 40 PCs. 2x4 - 16' Intermediate Girts 427 8 PCs. 2x4 - 12' Intermediate Girts 64 3 PCs. 2x8 - 12' Truss Tie Down Blocks 48 1 Pc. 2x6 - 8' Truss Tie Down Blocks over Door 8 7 PCs. 2x8 - 14' Diagonal Kneebrace 131 17 PCs. 2x4 - 10' Wind Brace 113 1 Pc. 2x8 - 14' Door Jambs 19 4 PCs. 2x8 - 16' Door Jambs 85 1 Pc. 2x12-18' Sliding Door Header 36 2 PCs. 2x12-12' Sliding Door Header 48 2 PCs. 2x12-10' Sliding Door Header 40 4 PCs. 2x6 - 18' Track Board 72 4 Pcs, 2x4 -10' Support Members 27 18 j$ L,F, 2X6 Door Jambs 107 Door Jambs - 213 II 64 1024 � 128 � u TOP CHORD 2X6 SO. PINE #1 DEN KD BOT CHORD 2X6 SO. PINE #1 DEN WEBS 2X4 SO. PINE A3 ,EXCEPT AS OTHERWISE SHOWN NO VANE OR LOOSE KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. A FA 7XG GX8 e EN 2 x 4 #2 So. Pine 12 QS 00 rl2 9 2x4 Continuous Lateral Bracing � ____j4 12 12X14 * 2X4 CONTINUOUS LATERAL BRACING. ATTACH WITH 2-16D NAILS Note: 2x4 Continuous Lateral Bottom Chord Bracing @10'0" o.c. required. Attach with (2) 16d nails (unless rigid ceiling is attached directly to bottom chord). + 2x6xl2" bearing block attach with 9-16d nails, shim to bearing 7X6 " 1.5X3 Direction of elongated holes in square plates must be either horizontal or parallel with the chords. 2 - 4x8 or 4x16 6" nominal bearing or + 0 40-0-0 Camber 318" @ midspan � ery R-3 SII y ;fy PLATE TYPE--RLPINE SEON--225236 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR ►CE_0.37M _ c7 O o c7 o _ t UNLESS TFE3E SPECIFICHTIONS GENERRL NOTES FOR LUMER ANDRIPINE ARE FOLLOWED AND THE TRUSSES BUILT IN CDNFORrswCE TRUSSES EOUIRE EXTREME iiRRNING CwIE IN NiNOLINc, E!�crcDN_ONNECTORS AND BRRCING. SEE 'DHr-7B' , mAnCING woo Zw' M• �, DESIGN CRIT TC LL 30. 0 PSF REF - DATE PITH 'OUPIlTr CONTROL MP!NAL' BT +T?I THERE SHALL BE NO YRRRRNT[ES OF `w1S OESiGN, EXPRESS OR I�BLIED. ALPINE ARE MRW'FPLTURED FROM 29 GAUGE GALVANIZED STEEL TRUSBES' DOMMENTARr RND RECOIAIENDRTIDNS) +TPLSEE THIS DESIGN FOR AODITIDNRL S%EC[RL SWING REOUIREMETITS. UNLESS OTFfAY[SEfttBC i�`... tT�k + 'GTC DL !4), O�PSF A SOO,696 ORYG.CONNECTORS BRACED;RROE DL 10.0 PSF IL-ENG BLP DBW ATRUSS JNLESS 0?NERYISE SxOYN, MEETSNC REOU:R£MEh1S OF RSTM R446 H. APPLY E NNEC'rAS 0 BOF., FPI ES RI EFIV JOINT AND SHOWN, TDP CHORD SHALL BE LATERALLY WITH PROPERLY ATTACHED PLYYDOO SHEATHING, -��`ahr� TOT.LO. 47 .0 PSF 0/A LEN. 40-0-0 :LOCATE PS SHOWN. BEARING W[OTHS PRE 4' 40,MINRL UNLESS OTHERWISE SHOWN. DESIGN STANDARDS :ONFORM PITH APPLICABLE BOTTOM CHORD WITH RIGID CEILING OR BRACING RT MAXIMUM OF EO FEET D.C. 00 NOT USE THIS FRfp E OUR.FRC. 1.15 PITCH 4.0/12 o 0 0 0 'ROYISIONS OF +�. S 77 RND •TPI-79. ..,P, J ; :_PIE IN,TTT,,.. TIJ - K:S - Na NRL DESIGN DE IFWITH FIRE RETRRDRNT TREATED LLMER. SPACING 4B.O" TYPE NON-RF c SPECIFI t.. FDR dLIUD CON9TRU TION Quantity Size Description Board Feet MATERIAL FOR ONE 8'-0" INTERMEDIATE BAY UNIT 1 3/Ox6/8-I-3/8" Garage Service Door 5 Panel - 2 PCs. 8x8 - 18' Treated Post 192 1 pr. 3 1/2"x3 1/2" Door Butts - 2 PCs. 2x12-16' Girders 64 104 PCs. 32"x12'-0" Galvanized or Aluminum Ribbed 4 PCs. 2x4 - 16' Intermediate Girts 43 Roof Panels 30" Exp. - 1 Pc. 2x10-16' Treated Skirt Board 27 74 PCs. 32"x12'-0" Galvanized or Aluminum Ribbed 1 Pc. 2x4 - 12' Girder Support 8 Siding Panels 30" Exp. - 2 PCs. 2x4 - 10' Diagonal Wind Brace 13 16 PCs. 32"x8'-0" Galvanized or Aluminum Ribbed 1 Pc. 2x8 - 14' Diagonal Kneebrace 19 Gable Siding Panels 30" Exp. - 1 Pc. 2x8 - 8' Truss Tie Down Blocks 11 130 L.F. Rubber Closure Strip (Inside Type) - 1 PC. 2x4 - 8' Kneebrace Spacer 5 90 L.F. Gable End Starter 2 "W" Roof Trusses 40'-0" Span - 90 L.F. Metal Rake Trim - 4 PCs. 2x4 - 10' Truss Lateral Bracing 27 50 L.F. Metal Outside Corners - 192 L.F. 2x4 Roof Purlin 128 70 L.F. Metal Ridge Cap - 1 Pc. 2x6 - 16' Fascia 16 130 L.F. Metal Fascia - 13 PCs. 32"x12'-O" Galvanized or Aluminum Ribbed 130 L.F. Metal Soffit - Roofing Panels 30" Exp. - 3 1/2 Cu. Yds. Concrete for Post Footings - 7 PCs. 3211x12'-0" Galvanized or Aluminum Ribbed NAILS Siding Panels 30" Exp. - 15 lbs. 60d Common Nails Coated - 20 L.F. Rubber Closure Strip (Inside Type) - 12 lbs. 40d Common Nails Coated - 20 L.F. Metal Fascia - 26 lbs. 20d Common Nails Coated - 20 L.F. Metal Soffit - 84 lbs. 16d Common Nails Coated - 10 L.F. Metal Ridge Cap - 10 lbs 8d Common 'Nails Coated - 1/4 Cu. Yds. Concrete for Post Footing - 30 lbs. 2 1/4" Screw Shank Nails with Neoprene Washers - 5 lbs. 1 1/2" Non Corrodible Nails - MATERIAL FOR FOUR 8/0x10% BUILT-UP SLIDING DOORS 2 PCs. 2x6 - 16' Top Rai Is 32 2 PCs. 2x6 - 16' Bottom Rails Treated 32 6 PCs. 2x6 - 18' Intermediate Rails 108 8 PCs. 2x6 - 10' Side Rails 80 16 Metal Comer Fasteners with Nails - 6 lbs. 40d Ring Shank Nails - 13 PCs. 32"x10'-0" Galvanized or Aluminum Ribbed Siding Panels 30" Exp. - 2 lbs. 2 1/4" Screw Shank Nails with Neoprene Washers - 70 L.F. Sliding Door Track complete with all hardware and flashing - 8 Pcs, 1x4 -10' Side Closure 27 8 Pcs, IA - 8' Bottom Skid Rail 21 z� 21 NAILS 3 lbs. 40d Common Nails Coated - 3 lbs. '20d Common Nails Coated - 10 lbs. 16d Common Nails Coated - 2 lbs. 60d Common Nails Coated - 1 lb. 8d Common Nails Coated - 3 lbs. 2 1/4" Screw Shank Nails with ' Neoprene Washer - 1 lb. 1 1/2" Non Corrodible Nails - N NATIONAL PLAN SERVICE, INC. �OF Xu This plan has been prepared to meet pro- SHEET NO. 1 fessional standards of construction. A * careful study of plan instructions and TOTAL 6 w dimensions is advised before starting work, "�oarsa�n V No.00 NRO.pL�11 J 1F'(�T • �/�.J� i INSTRUCTIONS: j LAYOUT AND EXCAVATION 1. Study the plan thoroughly. Be sure to check your local code requirements and if required obtain a building permit. 2. Stake outside perimeter of building with batter boards place at least 2 or 3 feet back from each corner. Stretch string line to show complete perimeter to outside face of wall girts. 3. Remove sod, fill,compact and grade with bulldozer or tractor scoop. The amount of site preparation depends on the use of the building. Littlesite preparation may be needed for a storage structure except to -keep runoff water away. A livestock barn or othekb ?Fng used with concrete floors requires good drainage and a good base for a concrete floor. 4. Mark pole locations with small stakes. Remove stretched string lines. 5. Dig or bore pole holes using a power auger or backhoe 4' to 5' minimum deep and a minimum 16" to 24" diameter. Dig holes wide and deep enough to install pad or casing, if required. 6. Remove water or loose material from bottom of holes. 7. Pel'a& K�V,co,%" to in bottom of hole, if required, and let cure for one day. SEfN� THE POLES 8. Select 4 straight corner poles or timbers. 9. Place poles in holes. Let poles lean toward inside of building. 10. Replace string lines and plumb the two outside edges of the corner poles with a carpenter's level. Keep post 1 1/2" (width of girt) in from string line. (See Figure 1). s 1/2 pole depth • wall gvt width li Poo Mark with cenbrune a small stake �� Outsr eApe a wall girts stung ones i. Building line Temporary brace to to eon.. base of adjacent yoobs Pole sw,ry pole outside to Center Center to Center 2x4Temporary Brace Figure 1 Location of poles or posts and string lines to Stake, 2 x 4 stake inside building lines concrete footing — if required Figure 2 Pole Alignment Figure 3 Temporary Bracing of Poles Level to plumb outside of pole Grade Level Mark tamped earth 1/3 of hole depth 11. Drive 2"x4" ground stakes within the building lines. Brace poles with 2"x4" diagonals from ground stakes to upper portion of pole. (See Figure 2 and 3). Brace should be placed so that it will not interfere with the installation of the girder. Locate, center and plumb outside edge of all intermediate poles. Brace with a 2x4 ground stakes and 2°X4" brace to adjacent poles. Double headed nails holes and tamp to approximately one third can be used to fasten bracing. FII is shorter than interior bays because 1 wall girts to center of second pole. (See Oven Or S,010 t � an partly Into outer edge of each le. ' outside of enc P Y g p° mansions are from evel and rod, dl I Fig ure �l� i INSTALLING GIRDERS 14. Measure and mark with a partly driven nail the bottom height of the 2x12 girders from the level grade mark. This height should be 11'-2 3/4" above the grade level mark. Cut a straight 2"x4" to this dimension for fast and consistant marking from the grade level nails. 15. Nail a 2"x4" girder support block on outside and inside of each pole with 6 or more 40d nai Is. 16. Cut 2x12 girders square and to exact length. Girders should butt at center line of poles except at comers. Check details on plan for lengths and nailing. 17. Place 2"x12" girder on girder support blocks and nail at pole center line. Use truck bed or moving scaffold instead of ladders. 48" rr� 48" f erde 9611tie down blocks tion Figure 4 showing doubled girder with tie down blocks. 18. Install 2"x8" truss tie down blocks about 18" long between doubled girder at correct truss spacing (see Figure N. 19. Check alignment of poles and girders. Move temporary braces or lateral supports if realignment is needed. 20. Install diagonal wind brace and complete girder nailing. 21. Remove string line. Fill and tamp all holes. ROOF F RAM I N G 22. With the use of a crane or hoist lift trusses into position and anchor in place one at a time. Brace trusses as they are placed (the bracing helps align and hold the trusses in place while the roof is applied). Install truss lateral bracing on each diagonal truss web as shown on Truss Diagram continuously from end to end of building. Install 2"x4" cross bracing to trusses for 16 feet at each end of building. Add 2"x6" spacer blocks to side of poles on which truss is set. Fasten 2"x8" knee - bracing at each pole as shown on plan. 23. Fasten roof purlins 24" on center. Use spacers to check spacing. Roof purlins are butted over trusses. At ridge space purlins for vented gable ridge cap. 24. Install roofing starting at lower corner so side laps are away from strongest winds. Corrugated sheets should be lapped one and one half corrugations. Lap ends 6" to 9". One nail per square foot is needed, use nails that do not corrode the roofing. Nail through the tops of the corrugations. Nails should penetrate at least 1" into the purlin. 25. Remove temporary pole bracing and use for wall girts. Install the 2"x10" treated skirt board as shown on plan. Nail 2x4 girts on side and end wall space as indicated on plans. Install siding following manufacturer's instru 26. Trim Ections. Install passage door and sliding doors. paves and comers. X—•6003 SHE LT 10TAL 6 3-I`d NAI EACH SIDE RDOF TRUSaES aT 41_o" o.G I • I0 d KAO LS 12"x 5" TRUSS ME DO W Ns �-2"xi2" C�IRpFf2 TRUSS TIE DOWN DETAIL NO SCALE a s 51/4t1 1 1 I I �>�11 CTREAjED) Nr�•PoST �- UNLESS OTHERNISE NOTED 0 �o 0 O io ' O ao 49 a NAIL'THcFU Hir- RI13 AT I-o415 i Ri5 AT INT;=RMEPIa PUL.INs,�,al�. >;, oTNFR RIB TOP 6I4ORP aF ROOF 'TR44Sed; � 41_QII o.c. !o4'-ol1 1 81.011 ROOFING DETAIL NO Sc*. -s 8'-Oil 8'' 0" I I' �3/a II L'A It D A. Da TAIL 5f- ---8 w -- 0 J, v °AIR OP 81,au% IDI,OI� C + Q COHTIrJL0U5 '1Na4" I.dTERIt►I- BRaGINCy f-OR ROOF TRUSS SEE 0 TRU55 Pi,&cwAv SKEET*! Ise IV C -----xl4°11/13'lx3/0''xlfo'-'I Hs"---------------- ------- Q - STEEL (-. SEE FLITCH FL.ZN ------------- BEAM DETAIL SNT.4 }"'-- 3 O x/'•8 DOOR - -- v PAIR OF d,•o" x IO'-O" DETAIL 51b -� v SLIOIN& DOORS 51/4°-�'.�3/4n ((o'.pi1 81.Ou 81,Ou 8l'O" 81•0" T-6,1/4n Q 0 v 5%4'I 1o41-O° FROM OU1510E OF GIRT To OLTSIDE of !DIRT F L 0 0 R P L A N S641-S 1/8" = 11'O'1 NOTCH ALE It7 EAd-� 41 PE OF SLIMING rA&VIR ON LEFT SInE ELEv. 10 RECEIVE P,lII LT- liP FLITCH PLATE P!tE.AM cP MIN Lap ©F 4' PURI_INs c& 24" oc p ETA I L 4- CO I m I NCO 2"x1211 GIRpSR 2'x 12' DOOR HF>�pER 1"x (2," TRACK p04RO STFF_I. TRACK # ROLL-ERm T rzA G K F LA4 H 04 <o 2"� �►�' TOP Ra I L SII�INC� METAL RII»E c4P OR CPTIONA-L R106,P- VENT 2"x4'1 PURLIN A+T 24" o,c, RCOF TRUSSIF-5 4.1_0" 0.0 G6iLIN& LIME SECTION '4A SCAI, L.= U411_II-00 S E C T 1 ON 4B Sca L G 1'/2" = I'- o'' 33i4 I! v I! 3" 113" (TYP!) N -40 It It N � •L — J r �WK 21 am(ZYR) �<o�I(TYP) Y2Y Wo T5 W1/WA5WER5 2- 2 0 ^ i 4N W/13"x!d 'I- GACW 51DE CTYP) ��pL,&,-rE W/-11/FEND 15EARIN(31 FLITCH PLATE BEAM DETAIL 20xr-" is" LoNCi BEARINCo 51.-OCK &TTAC.H To EAxw TRUSS W/ q- 16d NA. ILS 2.2" x 14" W/ II"x'*i0"x I&'.I Tj STF EI- ft.(SF� FLITr.4•I t OFW DET. THIS SHT.) FASTEN 1" l- V-2"It x 12"Let, P T�i Al EA64 POST SEE PET, 4C 2'`)tG" �c 4,•0l1 �O eo HEAnER SL (F`PoRT AT EACH ENO OF r-LITGH PLATE SEAM FA.ST9H60 70 POST 14/ 40 d Nal LIS ///--FasTsNC-R aT 12"0G, X6003 G.I. OR ALUMINUM RIF5f5F-0 RooFINIce CLOSURE SHEET 4 TOTAL m A&PE LEYE L DETAIL 5A 5c4L>_ 3/4"c 1,-00 51/41'Y '1'.4 5/4.11 IPIN& 1x'4n EAn FLASIi�lrp NIM SPA.G1 — 11x&11 OOR STOP — DETAI L 56 5cal- S 3/4"_ I' _oi1 2",c4" GIRT T'x4" gUPPORT HETAL 51OI N4& TR i M 2''x411 CPR IT a"A 8" POST 211x 4" SU PPORT M Is" SER 2"x 0" ?AM5 no -.Jl SIDE R 011•• DETAIL 5C SG�&I_E *41i - 11—G11 FASTES TOP C40mD OF r&APbLE ESD TRUSS T17 VOLES 4'•O" I Go— Di1 41, O11 - ,-is. iA_" or 151/4" 6"x d" TRsA-rap POST ? 2 1-O 11 Lo I�ro 20'•O" LOi4ev 20'-0" LONG POST 2"K 12" C11RgFR POST / -- 2" A 12" DOOR H EA C)E ►? rw FRONT WALL FRAMING ELEVATION scaL.E 1/4' = 1' -o" 51/4' V -1'-1.3✓4" 91.011 $,-a,� $1_ou 91_411 /— Ib'-Oi1 LCis C& VST a, -Ou 211 x l 21, �I I SIQINC� 211x I2'' DO TR SHEET ME T RAG I< ! Si rDir4cw STEEL T 211x Gb TO SIDINro 211,c a" DDc 211A Gi' at C PRESS 61?APC- L SECTION 5D SCALE S/4"=I'--0 91 -011 1 flat 3/41j AC 51/dn "2"x ap" TRUSS TIE D O W Q n 4'•O11 41' n 211R 12" C,IRpER n 41n 0 Q �''----s n R I G P= V411_ 11 S® pRawN a R� O APPeoveo ty Mal, c+-4ORD OF TRUSS *TF-P Post A0 TIZIM FN y.0 Rj rZ... . rti.9. V.00/� X 6003 SHEET TOTAL Co L- G F 1 J 1 V C C. L. C. V Fi I I v I V S c o L P- V4" = 1'- G" RIGHT SIDE ELEVATION SQ.& IL 6 1/ts" . (ARADS LBVEL AR ELEVATIO RVol#=It_oN sc RooF TR114%6y A,T 48" o.c, 2"ri4°wtO*4 *"clr-441 A7 Gr=WrSR of TrUeA G,PAN ROOF DESIGN LIVE L.O.&O Ow PS.F, PSAD IOAn 10 p,S,F, 4"x4"4TREAT FD) P05r FRONT SGA�E ELEVAT101 1/4 = it-oir 1O%/rl& IX6003 3'- I ' I 11 PC 5. OR MoRF- "d 211,(1211 GIRDER NA ILS F--A SIr:)E 5- 1208 SAILS v Zn� 4u Plf��onl.oL EACH 01"O1JAL 4b° WIND ER4CINcP '2"x 4" GikDF_R SUPpoRT of r--oR MORE 4od NAILS '�- 2od NAILS FACH �IwoNeL WIND BRACING and GIRDER SUPPORT at POST REAR WALL FRAMING ELEVATION scA,LE I/411 _ P -all 1 1rp'-011 INS14E C.IROF_f2 faT -THIS Door? ONL-t - '2 14 W/8ii!01x 1311 `X'L t'>r. 5r.F_ PLITr-µ P-.5t-1- PST, s4r.4 fl fl �F}L ii tl ,1 211"1211 POOR HEADER 2" a 4o' TRACK BOARD 2." 1 4" SUPPORT M FM F3 F_R5 2",c b" TA.MO F,ale, T F NI_R AT I -A" o c, ALu M. R.cKE Fv5 TE.NE R &r 12" O.c, OPTIONaL C I•.oSURE 2"K ro" TOP CHORD O1= 7RUSS SIDING a' - o" 41,011 L 41,011 DETAIL 6A SGPL.E W4° $�-on GIRDER ROOFING 121',c 4' P u R I -I N -o" LONG POST G, I. OR R15ME-P ROORINCis, PURLINS AT 24" aC, RUDF TRUSSES aT 4 8' o,c, SljgFASC'IA ALUM, F45c14 'I l00 d Rlrt'� SµA1NK F�ARN 'IJd.11.5 41.uM, soFt=iT RXTEND �'t8'1 PoSr To TOP C40RP OP RAFTER 2-'21'A1211 cviRDER 211,c411 G IRDr-R 5UPPORT . I I 211�(.s" SPACER A 2"X 21' KNEF $RAyCE: 4 oR Mow. 4o 4 NAILS (b•I. OR ALUP'iINUN RfefbED SIDING 2'I ,c 4" of RT5 k & REATE D) W a POST $'-oil LON(& INSIDE. coR,opE ELEV. +O'- 2" e&PS LEVEL 21ix 104 SKIRT 50 RD oujc7IQF— GRADE LEVEL 81-011 8' 0" -��-�3/411 211x8'I TrQus9 TEE pow 0 4801 Oc. !' 51/4" 211A4'' DIA.GoN,&L WIND t2RAclt4t° CDIRPF- SuPPoRT 1-T.- III LL FRAMING ELEVATION LEFT SIDE WA SGPI—E . 1211,,4" GIRT So."R0'5 411441167Rt P05T 8",c0°(-TR'EvTEP) 2"><d° Suf'PORT POST - 181.0 I,oKG ZI'x 10" (TREATED) I I 2",c lo" T'&M. b SKIRT EoaRD 12 4� 4 02 Mb RE I co d 'L" x1o11 I'J" cC j3 R I NG p!- I< o& aC.HR TO E C-4 TR SS W/°i-I d %4 r � 450 24" P I&M A 12" 40NG. PrdP SECTION 6B Is c11 L. r- 3/4" = I -o" X GOODS SHEET co TOTAL !o r TO as" FALL. l .s1 N.Y. SWAT! HIGHWAY RTt. 3 2 d Do UL E V A To t4 UD . FALLS �t♦ 13 S' $. ...... 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