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HomeMy WebLinkAboutBLD2022-00058 - BLD Plot / Site Plans - 1/4/2022GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2018. DESIGN ACCORDING TO AISI S100-16W/S1-18, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, AND WITH ANSI/ASCE 7-16. REAR ELEVATION 1.875" 0 12" 2-#4 S EC A -A CO 30'-5" SIDE ELEVATION WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR OR THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF THE FOOTERS ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT Minimum Concrete Cover: (a) Concrete Cast against earth: (b) Concrete exposed to earth or weather: No. 6 through No. 10 bars: 2" No. 5 bar and smaller: 1.5" (c) Concrete not exposed to earth or weather: 0.75" QA.B. ©18"CTC - )'-6" '-6" 7 A.B. ©18"CTC co 0 0 0 '2.75' mA 0 0 5" 0 0 0 4.25" r 1/2" DIA, HILTI KH-EZ ANCHOR (ICC-ESR-3027) OR EQUIVALENT 1 4"x1-3/4"x1-3/4" STEEL WASHER ASTM F436 0 \ ' OR 1/4" CONCRETE EV3EDVE\T EQUIVALENT - (E A\CHOR DETAIL 3OLT 12" 0 1, 1] 0 4.25'7c 0 O 0 0 .75" O S. 75,A 0 0 jr 31 bolts at 12" staggered spacing = 30' - B 2.751, FOUNDATION PLAN r. 3" 11'-2.5" 24'-7.75" END WALL TO BE DESIGNED AND SUPPLIED BY OTHERS i 1 pcs 10' FRONT ELEVATION I = 71.44" t = 0.03" ARCH PROFILE 9'-2.5" ./ \ 12" C-i C- 3/8" x 3/4" GRADE 8 BOLTS 12" CONNECTS ARCH PANELS TO CONNECTOR ARCH CONNECTOR LIP L / pit OVE HANG CONCRETE FOUNDATION / SEC C-C ENDWALL CONNECTOR SEC D-D 12" IIz 5" LIP OF ARCH CONNECTOR -J 0 w z 0 0.875' 1.875" CORNER DETAIL - INDUSTRIAL FOUNDATION \/ \.7 \///\/ \/ \78 \,,,// • \\, LENGTH OF FOUNDATION 30'-5.5" INDUSTRIAL BASE CONNECTOR LAYOUT WIDTH OF FOUNDATION I w 2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL SUPPLIED. 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS APPROVED BY US IN WRITING, SHALL NULLIFY OUR CERTIFICATE AND SEAL AND SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED WHERE SITE INSPECTIONS ARE WARRANTED. 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. 7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY TALLER BUILDING MUST BE THE SMALLER OF 20 FEET AND 6 TIMES THE HEIGHT DIFFERENCE. 8. IF SEALED BY AN ENGINEER, THIS DRAWING IS FOR PERMIT APPLICATION. OTHERWISE IT IS A DRAFT AND NOT FOR CONSTRUCTION. FOUNDATION NOTES NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION, WHICH MUST BE DESIGNED BY A LOCAL ENGINEER. 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT. DESIGN DATA (MATERIALS) 1. CONCRETE F'c = 2500 PSI ® 28 DAYS, ACI 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 3. W.W.R. Fy = 65 KSI, ASTM A1064. 4. W.W.R. 6 x 6 - W1.4 x W1.4 ARCH DATA "I 24" ENDWALL DATA t 75" 'f 7" BOLTS: SAE GRADE 2 OR ASTM A307 ARCH STEEL THICKNESS - SEE ARCH PROFILE ENDWALL STEEL THICKNESS = 0.03 in. 1' GALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATION A792-10 (2015) 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) ASTM A792 GRADE 50A 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSILE HSS SECTIONS SHALL CONFORM TO: ASTM A500 GRADE B (Fy = 46 ksi) W SECTIONS SHALL CONFORM TO: ASTM A992 GRADE 50 (Fy = 50 ksi) OTHER SECTIONS SHALL CONFORM TO: ASTM A36 (Fy = 36 ksi) ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-16: Lo: ROOF LIVE LOAD (PSF) = 20 Pg: GROUND SNOW LOAD (PSF) = 25 Ce: EXPOSURE FACTOR = 1.0 Ct: THERMAL FACTOR = 1.0 IMPORTANCE FACTOR (SNOW) = 0.8 CATEGORY 1/AGRICULTURAL BUILDING Pnet: COMPONENT WIND PRESSURE (PSF) = +/- 23 V : BASIC WIND SPEED (MPH) = 95 Kh: VELOCITY PRESSURE EXPOSURE = 1.03 GCpi: PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST -EFFECT FACTOR = +/- 0.18 Kd: WIND DIRECTIONALITY FACTOR = 0.85 Kzt: TOPOGRAPHIC FACTOR = 1.0 Ke: Ground Elevation Factor = 1.00 WIND EXPOSURE CATEGORY = D SEISMIC DESIGN CATEGORY = E LEGAL NOTE This drawing Is the property of Future Steel Buildings Intl. Corp. Any duplication of this drawing In whole or in port is strictly forbidden. Anyone doing so will be prosecuted under the full extent of the law. REVISIONS: SteelMaster Buildings 220 Chrysler Drive, Brampton, Ontario, Canada, L6S 6B6, Phone: (905) 790-8500 N.T.S. CALE: APPROVED BY: P. GUO 04/01/2022 DATE: PROJECT: MODEL: CHECKED BY: A25-13 LEROY TANZER ALLYN, WA DwG: 81-61373 R