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HomeMy WebLinkAboutBLD95-0005 GARAGE - BLD Plot / Site Plans - 1/17/19952"x 6" FASCIA 2"x 6" GIRTS 24" O.G. ALL WALL FRAMING ❑❑ 0 II II II II u LEFT II II II II u II II II II u 12 REAR II II I II I II I II u u u u ❑ ❑ u FRONT u 1 II II II 11 u 1 12 RIGHT 11 II 11 11 u u 29 GA.GOLORED METAL ROOF V'V 2" VINYL INSULATION 29 GA.COLORED METAL SIDING IV 2" VINYL INSULATION P A C 1 P 1/4 C A E 17.1 VGA SANDY AGJ LJL. E VAF3. 60 c_ WN"1-r AI IA WA'-.HIN sTC�N 11 11 II II 11 u ELEVATIONS SCALE: 3 / 1 6 " = 1 ' - O " DAN HOLMAN METAL BUILDING P.O. Box 2379 Shelton, Washington 1 0. 2 3- 0 3 1 O 2 3 0 3 D H DRAWN BY: ROB D U D R A 1/3 48'-O" 14'-0" bxb bxb 1 12' x 12' OVERHEAD GARAGE DOOR INSULATED (CENTERED ON BAY) 14'-0" 1 r 10'-0" 10'-O" _x_ 4x6 48' x 36' x 4" GONG. SLAB IN/ FIBERMESH _s- ENGINEERED DOUBLE TRUSS IN/ 2x6 PURLINS 024" O.G. TYPICAL _x_ 3068 SOLID GORE DOOR bxb bxb 12' x 12' OVERHEAD GARAGE DOOR INSULATED (CENTERED ON BAY) P A C L� r r 1 W G;:H IN6TC", 1 3068 SOLID GORE DOOR _x_ 4x6 5040 PNINDOIN ROOF PERIMETER r-- i bxb _x_ 6x6 6040 ININDOIN (x6) 1 Is" s- 9 FLOOR PLAN SCALE: 1/4 - = DAN H O L MAN METAL BUILDING P.O. Box 2379 Shelton, Washington 10.23.03 102303DH DRAWN BY: ROB D U D R A 2/3 COLORED METAL SIDING W/ 2" VINYL INSULATION &ROUND LEVEL UNDISTURBED SOIL 2 I GA. COLORED METAL ROOFIN 2" VINYL ROOF INSULATION 2x6FURLIN ENGINEERED DOUBLE TRUSSES COLORED METAL ROOF IN/ 2" VINYL INSULATION 2 x 6 x 18 BEARING BLOCKS W/ I" DIA. ZING PLATED BOLT IN/ WASHER W/ (4) 16d GALV. NAILS EACH SIDE 2x6 WIND GIRT ® 48"0.G- 6 X TREATED POST PURLINS TO 2 x 12 BLOCKING IN/ (4) I6d NAILS END OF OVERHANG TO BLOCKING W/ (3) I6d NAILS 3 x 5 PANEL CLIP 2x6PURLINS 24" O.G. 2616A. COLORED METAL ROOFING 2 x 6 OVERHANG EXTENSION ENGINEERED DOUBLE TRUSSES 2 x 6 FASCIA I" DIA. ZING PLATED BOLT w/ WASHER (10) I6d GALV. NAILS EACH SIDE 29 GA. COLORED METAL SIDING 2 x 6 GIRT@ 24" O.G. Z--.�' - 2" VINYL INSULATION FRAMING DETAIL TRUAIS TO POST W/ OVERHANG 1/2"=1'-0" SEGTION A -A NTS ♦V col I 0 V Et VG.1315v E.0 767 w 651-I 1NG r 4B5:5I 2 x 6 x 18 BEARING BLOCKS (I) EACH SIDE 2x6WIND GIRT ®48"0.G. TOE NAILED IN/ (2) I6d NAILS EACH END AND NAILED TO HORIZONTAL GIRT PRESSURE TREATED POST CERTIFIED .60# RETENTION GROUND LEVEL REBAR PIN MIN. LENGTH 12" UNDISTURBED SOIL A D PURLINS TO BLOCK W/ (4) Ibd NAILS 2" VINYL ROOF INSULATION 2 x 6 FASCIA 1 " DIA. ZING MB IN/ WASHER ( TYP) 3 EA. POST 29 &A. COLORED METAL WALL 2" VINYL WALL INSULATION 2x5GIRT ©24"0.C. W/ (4) I6d NAILS EACH POST 2 x 10 P.T. 2 x 4 P.T. bx _ PRESSURE TREATED POST COMPLETELY ENCASED IN CONCRETE NOTE: iF 5AY BETWEEN POSTS 15 GREATER THAN 10 FEET, 2 x 6 WIND GIRTS ® 48" 0.G. MUST BE USED. FRAMING DETAIL BUILDING SECTION (TYPICAL) 1/2"=1'-0" SECTION & DETAILS SCALE: G I V E N DAN HOLMAN METAL BUILDING P.O. Box 2379 Shelton, Washington 10.23.03 102303DH DRAWN BY: ROB D U D R A 3/3