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HomeMy WebLinkAboutPole Bldg - BLD Plot / Site Plans - 6/10/2004roof and wall elevation framing elevation ale1/4" = one foot ws-r, 12' 20' E 6x6 treated pole barn @ 10' o.c. max 2x6 d.f. #2 prlins @ 24" o.c. hung or placed on top of trusses manufactured \manufactured trusses @ 10'' trusses @ 10' o.c. o.c. DLL r-1 R LX4 .J I5T STIFFENER (2) 7X6 ›as" BLOCKS 4 EA SIDE 6X6 pT pOST TOENAIL L CU/ (4/ 120 EA END MIN 29 G// '-' ROOF /-FETAL PURL/N5 TO BLOCK 12.1,l3l 60 7X6 PURL/N5 - 24" OO 7X6 BLOCKS s 24" O.G is iaD-=i. C✓T.'c T!G!v _ _ - _ 3/4" GALY. PIES L'tU4$HE1=2 TYP 3 EA POST 0w. GIRT 24" O.O 7X6 WIND G/RT •4S" OG C2/ /20 7971-I < POST 29 G/W4< ft44LL P?EfAL (7J 7JC6 T43 PT GL TAMPED EARTH 6 POURED GONG /ACY.Lr, CMOs. er%.n Ay,CIXJG.¢ESG 34QCTLdcs *4 HOL< 1 34114C41G al/ W.TGRI D r'F C.4L. SOLE 8 'CTI N DGCGI'110GR nw 12 grade 1/2" treated plywood 12 grade T� - r r—,- grade 1/2" treated plywood grade DRAWNFOR MASON COUNTY site DRAWN BY JIM QUILLIN 360-426-9907 uqr d-14) -MARCH 27 2004 PAGE 1 CONVENTION CENTER AND FAIR 751 FAIRGROUNDS RD. W. 0 fTl 0 0 Cp PREPARED FOR ONIaIS 1V1311 I811 „Z ONI30021 NEW IOW „Z BRYAN JONES 16'-7" MAX. BUILDING HEIGHT 101-0" EAVE HEIGHT TYP. 3aV2:JO HSINI3 PROJECT REPLACEMENT POLE BUILDING O 575 FAIRGROUNDS RD. Cs o = SHELTON, WASHINGTON CDm SHEET TITLE 3826 WOODLAND PARK AVENUE N. Cs z i ELEVATIONS SEATTLE, WASHINGTON 98103 (425) 672-2075 PREPARED BY s.rn z 0 rn V, rn z STRONG ARM CONSULTING HEIDI BOUTWELL — OWNER CIVIL • ARCHITECTURAL • STRUCTURAL 16836 165TH AVE SE, MONROE, WA 98272 (360) 794-0817 16'-7" MAX. BUILDING HEIGHT 10'-0" EAVE HEIGHT TYP. • SEAL ONIaiS 1d13W I811 „Z ONI30021 ?MIN IOW „Z ■ APPROVALS REVISIONS DESIGNED HDB DRAWN HDB CHECKED BJ DATE SCALE 6-01-04 1 /4"=1'-0" N w C 0 1 2 3 4 6 7 12'-3" 7 2"x6" NAILING GIRTS 24" O.C. W/ " GYP SHEATING TYP. SEE DETAIL 1 PG A3 2"x4" NAILING GIRTS 24" D.C. TYP. SEE DETAIL 1 PG A3 e5/�65ntl fit: 116NYL 12'-3" 6a 2"x6" NAILING GIRTS ® 24" O.C. W/ " GYP SHEATHING TYP. SEE DETAIL 1 PG A3 2"x4" NAILING GIRTS © 24" O.C. WA" GYP SHATHING TYP. SEE DETAIL 1 PG A3 6"x6"x10' PT #2 D/F POSTS TYP. THIS WALL ONLY 10'-0" TYP. U.N.O. 6"x6"x10' PT #2 D/F POSTS TYP. THIS WALL ONLY DISPLAY BAFN EXISTING CONC. SLAB TOTAL AREA: 2,560SF 2"x10" RIDGE BOARD SEE DETAIL 3 PG A3. 2"x4" NAILING GIRTS ® 24" O.C. W/ " GYP SHEATHING TYP. SEE DETAIL 1 PG A3 In W 0 MANUFACTURER'S W a O TRUSSES ® 10' O.C. IXt 64'-0" 12'-3" 2"x6" NAIUNG GIRTS CD 24" O.C. W/ " GYP SHEATING TYP. SEE DETAIL 1 PG A3 2"x4" NAIUNG GIRTS ® 24"- O.C. TYP. SEE DETAIL 1 PG A3 6"x8"x10' PT #2 D/F POSTS TYP. THIS WALL ONLY 12'-0" co a LO N I 2"x6" NAILING GIRTS ® 24" O.C. W/ " GYP SHEATHING TYP. SEE DETAIL 1 PG A3 FLOOR, ROOF AND FOUNDATION PLAN 1/4"=1'-0" r N 1 NOTES: 1. POLES TO BE PLACED ON OUTSIDE OF EXISTING CONCRETE SLAB. COPYRIGHT 2004 STRONG ARM CONSULTING N z 0 a W 0 W z 0 0 0 x z 0 0 0 w 0 0 0 0 CI) z O U rQ V z 0 F— C/) HEIDI BOUTWELL - OWNER STRUCTURAL CIVIL ■ ARCHITECTURAL ■ 16836 165TH AVE SE, MONROE, WA 98272 (360) 794-0817 BRYAN JONES z 3826 WOODLAND PARK AVENUE SEATTLE, WASHINGTON 98103 (425) 672-2075 0 z_ 0 -J CO -J 0 I_ z 0 J oc 575 FAIRGROUNDS RD. WASHINGTON a_ z 0 z 0 LL A2 PROJECT NO.- 00006 CODES AND SPECIFICATIONS 1. r I, 2. ACI 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 3. 1997 NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. DESIGN CRITIERIA 1. WIND LOAD: 80MPH 2. SEISMIC ZONE: D1 3. ROOF LOAD: DEAD LOAD - 15PSF LIVE LOAD - 25PSF 4. FLOOR LOAD: NONE 5. FOUNDATION: ASSUMED ALLOWABLE SOIL FOOTING SHALL BE ON 2" 95% COMPACTION AND 18" BEARING 2000 PSF MINUS CRUSHED ROCK COMPACTED TO BELOW GRADE. 6. CONCRETE DESIGN CONCRETE STRENGTH: FOOTINGS 2500PSI SLAB 2500PSI 7. REINFORCING STEE: GRADE 40 8. DESIGN LUMBER GRADES: POSTS SILLS, PLATES & BLOCKING STUDS DOUGLAS F1R/LARCH #2 DOUGLAS F1R/LARCH #2 DOUGLAS F1R/LARCH STUD CONCRETE CONSTRUCTION NOTES 1. UNLESS OTHERWISE NOTED, CONCRETE SHALL ATTAIN A MINIMUM 28-DAY COMPRESSNE STRENGTH OF 2500 PSI. 2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER OR CORROSIVE ENVIRONMENTS SHALL BE AIR -ENTRAINED WII1I AIR - ENTRAINING AGENT CONFORMING TO UBC SECTION 1904. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19-A-1 OF THE UBC. 3. ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT BE USED. 4. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT USING A MECHANICAL VIBRATOR. SEGREGATION OF MATERIALS IS TO BE PREVENTED. MANUFACTURED WOOD TRUSSES 1. ALL TRUSSES SHALL BE FACTORY MANUFACTURED WITH STRESS - RATED MATERIALS DESIGNED TO SUPPORT THE FOLLOWING LOADS: TOP CHORD DEAD LOAD (INCLUDING TRUSS WEIGHT) NON TILE ROOF 10 0 PSF WITH TILE ROOF 25 0 PSF TOP CHORD UVE LOAD. . 25.0 PSF TOP CHORD WIND UPLIFT. .16.0 PSF BOTTOM CHORD DEAD LOAD. . 5.0 PSF 2. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH "THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDff10NS SHOWN ON THE PLANS. 3. SUBMIT DLi,AILED SHOP -DRAWINGS, DESIGN CALCULATIONS AND INSTAUATION DRAWINGS STAMPED BY A LICENSED ENGINEER UCENCED IN THE STATE WHICH THE STRUCTURE IS LOCATED TO THE OWNER FOR REVIEW PRIOR TO FABRICATION. 4. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS - TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. 5. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS AND VALLEYS SHOWN ON THE DRAWINGS. EXACT COMPOSRTON OF SPECIAL HIP, VALLEYS AND INTERSECTION AREAS SHALL BE DETERMINED BY THE MANUFACTURER. 6. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR APPROVAL OF THE TRUSS MANUFACTURER. 7. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER. 2. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF ALL STRUCTURAL MEMBERS DURING ALL PHASES OF CONSTRUCTION. 3. ANY PROPOSED FIELD CHANGES TO HAVE PRIOR APPROVAL OF THE DESIGNER. 4. ANY CONTRACTOR QUESTIONS ABOUT STRUCTURAL DETAIUNG SHALL BE REFERRED TO THE DESIGNER. 5. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER STANDARD NOTES AND TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFUCT. 2" MBI METAL ROOFING OVER 30# ROOFING FELT OVER 2"X6" PURLINS 0 2' O.C. OR EQUIV. AT EAVES ON ENGINEERED & STAMPED FACTORY -BUILT TRUSSES © 10'-0" O.0 SEE DETAIL 3 THIS SHEET TYP. 16D NAILING TYP. 2"x6" NAIL GIRTS 0 24" O.C. TYP. 2" MBI METAL SIDING TYP. FINISH GRADE " GYP SHEATHING TYP. 3/8" BEAD OF NON -SKINNING BUTYL SEALANT ON BOTH TO ENGAGING FEMALE RIB OF NEXT PANEL CLEARNICE THERMAL mivEmerr EAVE TRIM 4" MINUS GRAVEL COMPACTED TO 95% DENSITY AT ALL POSTSTYP. ZAP 12 2x6 MANUFACTURED TRUSS SEE TRUSS MANUFACTURER'S SPECS FOR DESIGN AND SPACING INFORMATION TYP. 2"x4" NAIL GIRTS 0 24" O.C. TYP. " GYP SHEATHING LONG WALLS ONLY `i EXISTING CONC. SLAB TYPICAL FRAMING DETAIL 1 /4" = 1'-0" NOTES: 1. ROOF SHEATHING 2. EDGE NAILING 3. 2x SOLID BLOCKING 4. TRUSS TRUSS RIDGE VENT DETAIL N.T.S. JOGGLE CLEAT 3/16"x7/8" BUTYL TAPE SNAP -SEAM PANEL PANEL CUP 30# FELT (NOT BY AEP-SPAN) PANCAKE HEAD FASTENERS 0 12" O.C. SUBSTRATE PANCAKE HEAD FASTENERS 0 12" O.C. CONTINUOUS PANEL CLEAT EAVE ROOFING DETAIL N.T.S. NOTES: 1. WOOD TRUSS 2. 2" MBI METAL ROOFING 3. EDGE NAILING 4. SIMPSON H2.5 AT EACH TRUSS 5. 2 MBI METAL SIDING TYP. 6. " GYP. SHEATHING 7. 2x6 TOP GIRT TYP. 8. 2x4 TOP GIRT TYP. WOOD TRUSS AT POST TYP. HEADER SCHEDULE ROUGH OPENING WIDTH HEADER SIZE UP TO 3'-0" (2) 2x8 3'-0" TO 5'-0" (2) 2x8 5'-0" TO 7'-0" (2) 2x10 7' 0" TO 9' 0" -- (2) 2x12 r-- (6) ROUGH OPENING WIDTH /A T (2) (3) (4) NOTES: 1 2. 3. 4 5. (2) 16d AS SHOWN (2) 16d TOENAILS - EACH SIDE, EACH END RUN VERTICAL 2X6 STUDS UP PAST HEADER AS SHOWN (2) 16d AT 12" O.C. WOOD HEADER 6. DOUBLE STUD UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN 5'-0" WOOD HEADER DETAIL AND SCHEDULE N.T.S. RECEIVER TRIM FIELD CUT AND BEND PANEL UP 1 1/2" GABLE TRIM 1/8" POP RNETS -, CONTINUOUS FACTORY INSTALLED SEALANT 3/18"x7/8" BUTYL TAPE ANGLE TRIM PANEL CUP _ SNAP -SEAM PANEL 30i FELT PANCAKE HEAD FASTFNei 0 12" O.C. ROOFING AT GABLE DETAIL N.T.S. SUBSTRATE PANCAKE HEAD FASTENER NNamE, FIELD CUT FIRST AND LAST PANELS TO EQUAL WIDTH COPYRIGHT 2004 STRONG ARM CONSULTING z O 0 J 0 0 r z a 0 d - ■ 0 0 z 0 CO 0 w O w 0 0 0 w 0 w -J 0 N PREPARED BY W Z 0 STRUCTURAL ■ I J fx J Q J LU 0 = CO U Q 2 • J U 16836 165TH AVE SE, MONROE, WA 98272 (360) 794-0817 PREPARED FOR BRYAN JONES Z 3826 WOODLAND PARK AVENUE Po 0 oo 0, Z O L1J QJ cn 0 w O a 0 0 J m Lu 0 a. Z W 2 W 0 J LL W 0 J w J w W = W v�lt] SHEET NO. A3 PROJECT NO. 00006