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REV TITLE (GENERAL DRAWINGS) D NOTE.DWG. 00 GENERAL NOTES (ANCHOR BOLT D03-MO2069-00 00 D03-MO2069-01 00 D03-MO2069-02 00 D03-M02069-03 00 D03-MO2069-03A 00 D03-MO2069-03B 00 DRAWINGS) GENERAL LAYOUT PLAN CUSTOM ANCHOR BOLT DRAWING (BLDG A) CUSTOM ANCHOR BOLT DRAWING B CUSTOM ANCHOR BOLT ((BLDG DRAWING BLDG C CUSTOM ANCHOR BOLT DETAILS CUSTOM ANCHOR BOLT DETAILS (ERECTION DETAILS) D03-W*MDET-80 00 CUSTOM DETAILS D03-W*MDET-81 00 CUSTOM DETAILS D03-W*MDET-82 00 CUSTOM DETAILS D03-W*MDET-83 00 CUSTOM DETAILS D03-W*MDET-84 00 CUSTOM DETAILS D03-W*MDET-85 00 CUSTOM DETAILS D03-W*MDET-86 00 CUSTOM DETAILS D03-W*MDET-87 00 CUSTOM DETAILS D03-W*MDET-88 00 CUSTOM DETAILS D03-W*MDET-89 00 CUSTOM DETAILS D03-W*MDET-89A 00 CUSTOM DETAILS (AREA -A) AREA A -00 00 CONVEYOR COLUMNS LAYOUT AREA A -10 00 CROSS SECTION GRIDS S2 & S16 AREA A -11 00 CROSS SECTION GRIDS S3 THRU S15 AREA A -20 00 ROOF PLAN AREA A -21 00 CANOPY PLAN AREA A -22 1 00 STRUT BRACING DETAILS AREA A -30 00 EW STRUCTURAL ELEVATION @ GRID S1' AREA A -31 00 SW STRUCTURAL ELEVATION @ GRID SH'/S1-S9 AREA A -32 00 SW STRUCTURAL ELEVATION @ GRID SH'/S9-S17 AREA A -33 00 SW STRUCTURAL ELEVATION @ GRID SA'/S17-S9 AREA A -34 00 SW STRUCTURAL ELEVATION @ GRID SA'/S9-S1 AREA A -35 00 EW STRUCTURAL ELEVATION @ GRID S17' AREA A -40 00 ROOF PANEL LAYOUT AREA A -41 00 ROOF PANEL LAYOUT AREA A -42 00 ROOF PANEL LAYOUT AREA A -43 00 ROOF CURB INSTALLATION AREA A -44 00 MISC. ROOF & WALL DETAILS AREA A -45 00 MISCELLANEOUS DETAILS AREA A -46 00 FIREWALL DETAILS AREA A -46A 00 FIREWALL DETAILS AREA A -47 00 MISC. WALL DETAILS AREA A -48 00 STABILAZATION CHANNEL INSTALLATION AREA A -49 00 HOLLOW METAL DOOR INSTALLATION AREA A -50 00 EW PANELING ELEVATION AREA A -51 00 SW PANELING ELEVATION AREA A -52 00 SW PANELING ELEVATION AREA A -53 00 SW PANELING ELEVATION AREA A -54 00 SW PANELING ELEVATION AREA A -55 00 EW PANELING ELEVATION AREA A -56 00 WALL SECTION DETAILS AREA A -57 00 WALL SECTION DETAILS AREA A -58 00 LIGHTNING PROTECTION & TRANSITION INST. AREA A -90 00 SKY -WEB LAYOUT AREA A -91 00 SKY -WEB DETAILS AREA A -92 00 SKY -WEB DETAILS AREA A -93 00 SKY -WEB TIE -ROPE INSTRUCTIONS Di STR I E3UT ON I CENTER NO. 7038 FORT :Dl RCE) -LOR DA SHEET NO. REV TITLE (AREA B) AREA B -10 00 CROSS SECTION GRIDS 14 HRU 23 AREA B -20 00 ROOF STRUCTURAL PLAN AREA B -21 00 CANOPY PLAN AREA B -22 00 STRUT BRACING DETAILS AREA B -30 00 EW STRUCTURAL ELEVATION @ GRID 24 AREA B -31 00 SW STRUCTURAL ELEVATION @ GRID A' AREA B -32 00 SW STRUCTURAL ELEVATION @ GRID A' AREA B -33 00 SW STRUCTURAL ELEVATION @ GRID Q' AREA B -34 00 SW STRUCTURAL ELEVATION @ GRID Q' AREA B -35 00 EW STRUCTURAL ELEVATION @ GRID 13 AREA B -40 00 ROOF PANEL LAYOUT AREA B -41 00 ROOF PANEL LAYOUT AREA B -42 00 ROOF PANEL LAYOUT AREA B -43 00 ROOF PANEL LAYOUT AREA B -50 00 EW PANELING ELEVATION AREA B -51 00 SW PANELING ELEVATION AREA B -52 00 SW PANELING ELEVATION AREA B -53 00 SW PANELING ELEVATION AREA B -54 00 SW PANELING ELEVATION AREA B -90 00 SKY -WEB LAYOUT (AREA C) AREA C -10 00 CROSS SECTION @ GRIDS & 3 AREA C -11 00 CROSS SECTION @ GRIDS THRU 9 AREA C -12 00 CROSS SECTION @ GRID 1 AREA C -13 00 CROSS SECTION @ GRID 1 AREA C -20 00 ROOF STRUCTURAL PLAN AREA C -21 00 CANOPY PLAN AREA C -30 00 EW STRUCTURAL ELEVATION @ GRID12 AREA C -31 00 SW STRUCTURAL ELEVATION @ GRID A' AREA C -32 00 SW STRUCTURAL ELEVATION @ GRID A' AREA C -33 00 SW STRUCTURAL ELEVATION @ GRID Q' AREA C -34 00 SW STRUCTURAL ELEVATION @ GRID Q' AREA C -35 00 EW STRUCTURAL ELEVATION @ GRID 1' AREA C -40 00 ROOF PANEL LAYOUT AREA C -41 00 ROOF PANEL LAYOUT AREA C -42 00 ROOF PANEL LAYOUT AREA C -43 00 ROOF PANEL LAYOUT AREA C -50 00 EW PANELING ELEVATION AREA C -51 00 SW PANELING ELEVATION AREA C -52 00 SW PANELING ELEVATION AREA C -53 00 SW PANELING ELEVATION AREA C -54 00 SW PANELING ELEVATION AREA C -90 00 SKY -WEB LAYOUT SHEET NO. REV TITLE (AREA 100) AREA 100 -10 00 CROSS SECTION AND EW ELEVATIONS AREA 100 -20 00 ROOF FRAMING AND CANOPY PLAN AREA 100 -30 00 HI -SW STRUCTURAL ELEVATION @ GRID R AREA 100 -31 00 SW STRUCTURAL ELEVATION @ GRID T' AREA 100 -32 00 AREA 100 CANOPY LAYOUT AND ELEVATIONS AREA 100 -33 00 AREA 100 CANOPY ROOF PLAN AND DETAILS AREA 100 -40 00 ROOF PANEL LAYOUT AREA 100 -50 00 EW PANELING ELEVATION @ GRID 11.5' AREA 100 -51 00 SW PANELING ELEVATION @ GRID T' AREA 100 -52 00 EW PANELING ELEVATION @ GRID 8' AREA 100 -53 00 CANOPY WALKWAY PANELING ELEVATIONS AREA 100 -90 00 SKY -WEB ASSEMBLY LOCATIONS (AEROSOL) AEROSOL -10 00 CROSS SECTION AEROSOL -20 00 ROOF PLAN AEROSOL -30 00 EW STRUCTURAL ELEVATIONS AEROSOL -31 00 SW STRUCTURAL ELEVATION @ GRID AA' AEROSOL -32 00 SW STRUCTURAL ELEVATION @ GRID AD AEROSOL -40 00 ROOF PANEL LAYOUT AEROSOL -50 00 EW PANELING ELEVATION @ GRID A4' AEROSOL -51 00 EW PANELING ELEVATION @ GRID Al' AEROSOL -52 00 SW PANELING ELEVATION @ GRID AA' AEROSOL -90 00 SKY -WEB ASSEMBLY LOCATIONS (AREA 200) AREA 200 -10 00 CROSS SECTIONS AREA 200 -20 00 ROOF FRAMING PLAN AREA 200 -30 00 WALL STRUCTURAL ELEVATIONS AREA 200 -40 00 ROOF PANEL LAYOUT AREA 200 -50 00 WALL PANELING ELEVATION AREA 200 -90 00 SKY -WEB ASSEMBLY LOCATIONS BUILDING PRODUCT INFORMATION ROOF: MR-24 22 OR 4 GA. ALZN @ AREAS A, B, C, AEROSOL, AREA100, AREA 200, TRUCK MAINTEN NCE GARAGE, AND PUMP HOUSE. BRII 26 GA. 8 KSI SHELL GRAY (327) @ CANOPY ROOF, FUEL ISLAND AND GUARD H SE. WALL: BRII 26 GA. 50 1KSI SHELL GRAY (970) TYPICAL ALL BUILDINGS. LINER PANEL: MOD 36 28 GA. SHELL GRAY (891) @ AREA B AND TR CK MAINTENANCE GARAGE. INSULATION: 4" WALL, 14" ROOF UNCONDITIONED, 6 CONDITIONED (AREA 100) SHEET NO. REV TITLE SCANNED By st'Lutiecoj L ST. LUCIE COUNTY / BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE BUTLER FH---J 11 CONSTRUCTION REVISION 00: 7/18/03 ISSUE FOR PERMIT GENERAL NOTES ANCHO M 06 RUCTURA )LT INS7 1. DO NOT ERECT ANY STEEL UNTIL THE ANCHOR BOLT SIZES, LOCATIONS, AND ELEVATIONS HAVE BEEN SURVEYED. THE ELEVATION OF THE BASE OF STEEL (LEVELING NUTS, OR CONCRETE ELEVATION FOR COLUMNS BEARING ON CONCRETE) SHOULD BE VERIFIED. THE ANCHOR BOLT SIZES, LOCATIONS, AND ELEVATIONS MUST BE INSTALLED AS SHOWN ON THE BUTLER CONSTRUCTION ANCHOR BOLT PLAN, AND WITHIN THE TOLERANCES OUTLINED IN THE "AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", SECTION 7.5. NOTIFY BUTLER CONSTRUCTION AT ONCE OF ANY DISCREPANCIES. DO NOT ERECT STEEL ON ANY FOUNDATION THAT IS NOT WITHIN THE ABOVE TOLERANCES. 2. START ERECTION OF STRUCTURE AT BRACED BAYS. TEMPORARY BRACING SHOULD BE INSTALLED IN ACCORDANCE WITH THE "AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", SECTION 7.9, WHICH STATES, "TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR." REFER TO DRAWING 1080953 AS AN ADDITIONAL REFERENCE REGARDING TEMPORARY BRACING. PRIOR TO SETTING STEEL, THE ERECTOR MUST SUBMIT A WRITTEN TEMPORARY BRACING PLAN TO THE BUTLER CONSTRUCTION PROJECT MANAGER AND SUPERINTENDENT. 3. CHECK PIECES, QUANTITIES AND CONDITIONS OF MATERIAL UPON ARRIVAL. INFORM BUTLER CONSTRUCTION IMMEDIATELY OF ANY SHORTAGES, DISCREPANCIES OR DAMAGES. 4. IF MATERIAL IS NOT ERECTED IMMEDIATELY, COVER TO PROTECT THE PRIMER COAT. KEEP STORED MATERIAL OFF THE GROUND WITH WOODEN SKIDS OR BLOCKS. REFER TO DRAWING B1080878. 5. DO NOT CUT, BURN, SLOT, OR WELD ANY MATERIAL UNLESS SPECIFICALLY SHOWN ON THE ERECTION DRAWINGS. BUTLER CONSTRUCTION WILL NOT ACCEPT THE RESPONSIBILITY OR CHARGES FOR ANY FIELD CORRECTIONS MADE WITHOUT WRITTEN APPROVAL BY BUTLER CONSTRUCTION. 6. SHORE ALL GIRTS UNTIL WALL PANEL ERECTION IS COMPLETE. 7. DRAINAGE AND CONDENSATE LINES FROM ROOF UNITS MUST NOT BE ALLOWED TO DRAIN ONTO THE ROOF PANEL SURFACE. EVAPORATION PANS OR PVC CONDUCTOR PIPES TO THE GUTTER MUST BE USED. 8. BUTLER CONSTRUCTION WILL NOT BE RESPONSIBLE FOR WEATHER TIGHT SEALS OF ROOF AND WALL PENETRATIONS NOT SUPPLIED BY BUTLER CONSTRUCTION. FLASHINGS AND SEALANTS REQUIRED FOR WEATHERTIGHTNESS (AT ROOF AND WALL PENETRATIONS) BETWEEN BUTLER SUPPLIED TRIM OR PANEL AND THE PENETRATING OBJECT ARE NOT SUPPLIED BY BUTLER CONSTRUCTION UNLESS SPECIFICALLY SHOWN ON THE ERECTION DRAWINGS OR PLANOGRAPHS. 9. TYPICAL METAL BUILDING CONSTRUCTION REQUIRES SOME FIELD WORK OF PANELS AND STRUCTURALS AT NON-STANDARD CONDITIONS (I.E. - OVERHEAD DOORS, BUILDING CORNERS AND TRANSITIONS, JOIST BRIDGING, ETC.). FIELD WORK IN THESE AREAS SHOULD BE EXPECTED EVEN THOUGH CUSTOM ERECTION DRAWINGS AND PLANOGRAPHS DON'T MENTION EACH SPECIFIC ITEM. 10, L = STRUCTURAL LINE (SHEET LINE), THE EXTERIOR FACE OF THE STRUCTURALS TO WHICH THE PANELS ATTACH 11. ® = BRACED BAY. 12. U.N.O. = UNLESS NOTED OTHERWISE 13. TC BOLT = TENSION CONTROL BOLT 14. xx DETAIL NUMBER vv LAST TWO DIGITS OF THE DRAWING NUMBER WHERE THE DETAIL IS SHOWN AREA DETAILED 15. TWO TYPES OF DRAWINGS ARE SUPPLIED FOR INSTALLATION OF BUILDING COMPONENTS: A. CUSTOM ERECTION DRAWINGS GENERATED SPECIFICALLY FOR THIS PROJECT, LISTED ON THE "DRAWING INDEX". B. PLANOGRAPHS- INSTALLATION DRAWINGS FOR THE STANDARD BUTLER COMPONENTS, LISTED ON THE "PLANOGRAPH DRAWING INDEX". IF A DISCREPANCY EXISTS BETWEEN THE CUSTOM ERECTION DRAWINGS AND THE PLANOGRAPHS, THE CUSTOM ERECTION DRAWINGS SHALL GOVERN. 16. TRUSS PURLINS ARE OPEN WEB, COLD FORMED TRUSSES, AND THEREFOR DO NOT REQUIRE BOLTED "X" BRIDGING. 17. ALL MATERIAL THAT MASTICS AND PANLASTICS ARE USED ON MUST BE CLEAN OF CONTAMINATES SUCH AS DUST, DIRT, OIL, ETC. BY WIPING CLEAN WITH A CLOTH THAT HAS MINERAL SPIRITS, LACQUER THINNER, OR SIMILAR PRODUCT ON IT. OBSERVE THE SAFETY INSTRUCTIONS ON CONTAINER. 1. ANCHOR BOLT DIAMETER, LOCATION, ND PROJECTION ARE PROVIDED BY BUTLER CONSTRUCTION. THE ANCHOR BOLT LENGTH, EMBED ENT, AND EMBEDDED END CONDITION IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER. E EDDED END CONDITION OF BOLT MUST BE WELDED NUT OR HEADED BOLT 2, ANCHOR BOLTS ARE TO CONFORM THE REQUIREMENTS OF (ASTM DESIGNATION A36) OR (ASTM DESIGNATION A307, GRADE C, SUPP EMENTARY REQUIREMENT S1). NO SUBSTITUTIONS ARE ALLOWED. THREADS MAY BE ROLLED, CUT, OR GROUND UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS OR BY THE FOUNDATION ENGINEER. 3. ALL NUTS USED ON ANCHOR BOLTS SHALL BE HEAVY HEX AND CONFORM TO THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS S A MINIMUM: (ASTM DESIGNATION A563, GRAD A) OR (ASTM DESIGNATION A194, GRADE 2H). 4. WASHERS ARE REQUIRED ABOVE TH BASE PLATE AT EACH ANCHOR BOLT. BASE PLATES BEARING ON LEVELING NUTS MUST ALSO HAVE A WASHER BELOW THE BASE PLATE AT EACH ANCHOR BOLT. 5. ALL CIRCULAR WASHERS USED ON ESE ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION F436, TYPE 1. 6. ALL PLATE WASHERS USED ON THEEE ANCHOR BOLTS SHALL BE 5/16" THICK WITH STANDARD HOLES. THE WASHER SHALL HAVE A SIZE SlIFFICIENT TO COMPLETELY COVER THE HOLE IN THE BASE PLATE AFTER INSTALLATION AND SHALL BE DF A STRUCTURAL GRADE MATERIAL, BUT NEED NOT BE HARDENED. PLATE WASHERS ON TOP OF THE B SE PLATE MUST BE WELDED TO THE BASE PLATE AS SHOWN ON THE SPECIFIC ANCHOR BOLT DETAIL. 7. ALL FIXED BASE COLUMNS TRANSFERRING MOMENT TO THE FOUNDATION MUST HAVE LEVELING NUTS AND WASHERS BELOW THE BASE PLATE. 8, ANCHOR BOLTS MUST BE SET IN A ORDANCE WITH THE "AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", SE TION 7.5. 9, ANCHOR BOLTS MUST BE LOCATED Y MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. TEMPLATES ARE NOT SUPPLIED BY UTLER CONSTRUCTION. 10. FOUNDATION MUST BE SQUARE AND LEVEL. TROWEL FINISH THE CONCRETE ON WHICH COLUMNS WILL BEAR. 11. WHERE LEVELING NUTS ARE USED, E GENERAL CONTRACTOR SHALL SET ONE ANCHOR BOLT LEVELING NUT WITH WASHER TO TH FINISH STEEL BEARING ELEVATION AND SHALL DESIGNATE IT BY SPRAY PAINTING THE BOLT, NUT AN WASHER ORANGE. 12. GROUT BELOW COLUMNS MUST BE RY AND STIFF TO PREVENT SHRINKAGE. GROUT MUST BE THOROUGHLY COMPACTED BENEATH ASE PLATES. GROUT PLACEMENT IS NOT THE RESPONSIBILITY OF BUTLER CONSTRUCTION. 13. TOP OF CONCRETE UNDER WALL BA E ANGLE/CHANNEL MUST BE HELD AT THE PROPER ELEVATION AND TROWEL FINISHED TO A STRAIG T AND SMOOTH SURFACE. THIS IS CRITICAL FOR PROPER INSTALLATION OF BUTLER WALL PAN LS. 14. DO NOT CHAMFER EDGE OF FOUND ION ALONG GIRT LINE WHERE EXTERIOR WALLS ARE METAL PANELS. 15. FASTENERS FOR ATTACHMENT TO CO CRETE OF BASE ANGLE/CHANNEL, DOOR POSTS, LOUVER POSTS, ETC. ARE NOT SUPPLIED BY BUTLE CONSTRUCTION. REFER TO APPROPRIATE PLANOGRAPH FOR INSTALLATION INFORMATION. 16. GENERAL CONTRACTOR SHOULD COO DINATE UNDERGROUND PIPES FOR DOWNSPOUTS WITH BUTLER CONSTRUCTION PRIOR TO INSTALLATI N OF UNDERGROUND PIPES. DESIGN LOADS: BUILDING CODE DEAD LOAD ROOF COLLATERAL LOAD - TYP. UNL ROOF COLLATERAL LOAD - AREA 10 ROOF COLLATERAL LOAD - AEROSOL ROOF COLLATERAL LOAD - AREA 20 ROOF LIVE LOAD GROUND SNOW LOAD WIND SPEED WIND IMPORTANCE FACTOR WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT GC FLORIDA BUILDING CODE- 2001 6 PSF NOTED 5 PSF 10 PSF 8 PSF 10 PSF 20 PSF (REDUCIBLE PER CODE) 00 PSF 130 MPH (ASCE 7-98) 1 B +0.18; -0.18 DESIGN WIND PRESSURE FOR COMPO ENTS WALL: +28.6 PSF; -38.1 PSF AND CLADDING NOT SPECIFICALLY DE IGNED ROOF: -78.9 PSF BY THE REGISTERED DESIGN PROF ES ZONAL CANOPY: -78.9 PSF MISCELLANEOUS: CONVEYOR AS SHOWN ON CARTER & BURGESS DRAWINGS 1. ALL A325 BOLTS (INCLUDING TC BOLTS) USED ON THIS PROJECT MUST BE INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". REFER TO DRAWING 1080268, GROUP 52-38 AS AN ADDITIONAL REFERENCE. 2. IF THERE IS TO BE A JOB INSPECTION OF A325 BOLTS (INCLUDING TC BOLTS), IT IS ESSENTIAL THAT THE ERECTOR AND THE INSPECTION AGENCY AGREE ON THE EXACT PROCEDURE TO BE FOLLOWED BY THE BOLTING CREW AND THE INSPECTOR BEFORE ERECTION BEGINS. 3. ALL A325 BOLTS (EXCEPT FOR TC BOLTS AS NOTED BELOW) ARE TO BE SNUG TIGHT, UNLESS NOTED AS "FULLY TENSIONED" ON THE ERECTION DRAWINGS. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 4, ELECTRIC SHEAR WRENCHES ARE REQUIRED FOR INSTALLATION OF TC BOLTS, AND ARE NOT SUPPLIED BY BUTLER CONSTRUCTION. 5. ALL TC BOLTS ARE TO BE FULLY TENSIONED UNLESS NOTED AS "SNUG TIGHT" ON THE ERECTION DRAWINGS. IN THE EVENT CLEARANCE IS NOT ADEQUATE TO INSTALL TC BOLTS USING THE ELECTRIC SHEAR WRENCH, THESE BOLTS MAY BE TENSIONED USING ANY METHOD OUTLINED IN THE SPECIFICATION, INCLUDING "TURN -OF -NUT". TC BOLTS TENSIONED WITHOUT USING THE ELECTRIC SHEAR WRENCH DO NOT REQUIRE THE SPLINE TO BE REMOVED. 6. FOR SPLICES USING A325 BOLTS, PLATE -TO -PLATE CONTACT IS REQUIRED AT THE BOLT LOCATIONS. A GAP AT THE BOLT LOCATIONS NOT EXCEEDING 1/16 INCH SHALL BE ACCEPTABLE. IF THE GAP EXCEEDS 1/16 INCH, BUT IS LESS THAN 1/4 INCH, THE GAP SHALL BE PACKED WITH NON -TAPERED STEEL SHIMS. SHIMS MAY BE OF MILD STEEL, REGARDLESS OF THE GRADE OF THE MAIN MATERIAL. GAPS OVER 1/4 INCH THICK REQUIRE AN ENGINEERING REVIEW. 7. WHEN SHIMMING A BOLTED SPLICE BETWEEN TWO BEAMS, CARE SHOULD BE TAKEN TO INSURE THAT THE TOP FLANGES OF THE TWO BEAMS ARE STRAIGHT AND CONTINUOUS, ('DO NOT CREATE A VALLEY OR A RIDGE AT THE SPLICE). 8. ALL A307 BOLTS ARE TO BE "SNUG TIGHT". FIELD WELDING NOTES 1. ALL FIELD WELDING SHOULD BE IN ACCORDANCE WITH THE AWS "STRUCTURAL WELDING CODE - STEEL" USING E70 ELECTRODES. 2. ALL FIELD WELDING SHOULD BE PERFORMED BY CERTIFIED WELDERS AND INSPECTED BY CERTIFIED WELD INSPECTORS. NOTE THAT THE STRUCTURAL STEEL PROVIDED BY BUTLER CONSTRUCTION FOR THIS PROJECT MAY HAVE A MINIMUM YIELD STRESS RANGING FROM 36 KSI TO 55 KSI. 3. DO NOT WELD WHEN THE TEMPERATURE IS BELOW 0 DEGREES FAHRENHEIT. 4. WHEN THE TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT (FOR MATERIAL UP TO 1-1/2" THICK): A. PREHEAT BOTH PARTS TO 70 DEGREES FAHRENHEIT. B. USE ONLY LOW HYDROGEN ELECTRODES (E7015, E7016, E7018 AND E7028). C. AVOID "ARC STRIKES" (WHEN AT THE START OF A WELD THE ELECTRODE IS SCRATCHED ALONG THE SURFACE OF THE PLATE WITHOUT ANY METAL BEING DEPOSITED). E. AVOID SHORT TACK WELDS. F. DO NOT WELD MATERIAL GREATER THAN 1-1/2" THICK. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 5" Atcou. COMPLY WITH ALL APPLICABLE CODES, -7-4-0 3 MI II STEVEN M. THOMAS, P.E LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION N¢. 3 REVISION NO. 4 BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: S. THOMAS DATE., DATE: oaTE DATE BUTLER R CHECKED BY. DATE. 6/15/03 FLORIDA BLDG CODE 2001 CAD TECH. CAD TECH: CAD TECH:CAD TECH: (Q(UNSTRUOMO BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B GENERAL ENG'R BY: S. THOMAS LEAD TECH: JACKSON M02069 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ NOTES DRAWING NUMBER REV. NO. CHECKED BY CHECKED BY. CHECKED BY., CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 KC, MO 64120 PHONE 816-24 6000 D FNOTE.DWG loo n O CS C'S Ln r1 z z u� J J Ln �1 Y Ln Ln Ln LD Ln L� L� Ln LJ W Ln Q Q Ln U u Ln P4 Ln Q Q Q _. m 0 n DATE 0 CAD TECH: z 0 Y CHECKED BY.• a 12 13 1 �PCp'—r�' YQ�'� Y 10 11 14 15 16 17 18 1 20 21 22 23 24 1,5 2 5 3,5 4,5 5 5 6,5 7.5 8 5 9,5 10,5 11,5 13,5 14,5 15 5 16 5 17 5 18 5 19,5 20 5 21,5 22,5 23,5 595'-2" 2'-6„ 595'-2" l'-2" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 4'-0" 54'-0" 54'-0" 54'-0" 54'-0" 1'-2" 22 BAYS 0 27'-0" = 594'-0" 22 BAYS 0 27'-0" 594'-0" X 1'-2" 3 BA S 0 54'-0" 1'-2" Q � I YEL rl C1 PHASE B4 PHASE B3 ASE B2 PHASE B1 NN GREEN ORANGE ELLOW BLUE xxxxxx xxxxxx, xxxxxx xxxxxx, xxxxxx xxx x, xxxxxx xxxxxx, xxx I I I I I I I I I I I I I II I I AREA 200 RED/YELLOW xxxxxx REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 DATE.• DATE.• DATE., CAD TECH.' CAD TECH: CAD TECH: CHECKED BY.- CHECKED BY.- CHECKED BY. REVISION NO. 4 567'-0" 0 GUARDHOUSE RED/BLACK XXXXXX 1-1 FUEL ISLAND RED/BLUE XXXXXX F-1 FIRE PUMPHOUSE RED/BROWN XXXXXX TRUCK MAINTENANCE GARAGE RED WHITE XXXXXX S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16 S17 S17' S1,5 S2 5 S3 5 S4 5 S5,5 S6 5 S7,5 S8 5 S9,5 S10,5 S11 5 S12, S13, S14, S15, S16, ' 2" 52'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 54'-0" 6 BAYS 0 26'-0" 2 BAYS 6 BAYS 0 26'-0" 2 BAYS 4 BA S O 2 BAYS 27'-0' 27'-0' 26'-0" 27$-0 i� I I � CNN N THESE PLANI AND ALL PROPOSED WORK ARE SUBJ T TO ANY CORRECTIONS REQUIRED FIELD INSPECTORS THAT MAY BE CESSARY IN ORDER TO COMPLY WI ALL APPLICABLE CODES. BU Il L=EI�t� C�oNS11 1 6601 EXECUTIVE DRIVE MO 64120 PHONE 816-z' BUILDER: BUTLER CONSTRUCTION M02069 I I I PHASE A2-BI XXXXXX, XXX I I I I I I I PROJECT: WAL* MART FORT PIERCE, FLORIDA REGIONAL DC #7038 840'-0" CANOPY GRIDS SA & BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ -0" 52'-0" 54'-0" 52'-0" 52'-0" l'-2" 4 BAYS 0 2 BAYS 4 BAYS 0 26'-0" 27'-0' 26'-0" Q N _I DRAWING TITLE: GENERAL LAYOUT Q O Ln I o I Q m N (� N © 0 LQ (� ror 0 0 a mImoNo Ln O N—'t 0 U z Q (� L) o (� I I o N LJ o LnLi 1 m 0 o Ln I � o � � I o Ln m N d. � NlaL STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 CAD TECH: DUNWOODIE CHECKED BY: DATE: 6/15/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER I REV. NO. DI 03-MO2069-00 100 SNEW S1 S15 S2 S2,5 S3 S3,5 S4 S4,5 S5 S5,5 S6 S6,5 S7 S7,5 S8 S8,5 S9 S9,5 S10 S10, S11 S11,5 S12 S12 S13 513, S14 S14 S15 S15, S16 S16 S17 S17' 2 842'-4" 52'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 54'-0" 52'-0" 52'-0" 54'-0" 52'-0" 53'-2" SW COL. TYP. 1'-2" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2 -0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26`-0" 26'-0" 26'-0" AREA "B" INTM. Q SW COL. TYP. EW O O o ABl AB1 TYP. ®GRID 03A o N Lf) o @ I I 03A 03A SA U.N.O. I @ o Q d / I AB5 TYP. C�? GRID SB (� ¢ i° I I 1 11 03A (GRIDS S2 - S16) 1 Q Lo a EL N V) N o AB4 1 o o 0 1 03A AB3 TYP. @ GRID SC 1 0 o o II 03A (GRIDS S2 - S16) II o d o f m 4 oij �1 I I I 1 Ln o 0 � o `' o Q U Fri F 1 i H FH FH FH FH FH FH FH FH FH A B 4 H F I o o / 03A AB2 TYP. ®SD & SE o o w - z 1 10 o 03A (GRIDS S2 - S16) Q N 9a H @N z� Q = o¢ H FN FN hi h� 1 0 O N Ln o 1 o o LL o AB1 TYP. ® GRID -Do03A S1 U.N.O. 1 TYP. ® GRID S17 ABI o U.N.O. 03A I 46J-o 0 @ of I I @ Lo o w AB3 TYP. ® GRID SF 0 o o a a II 03A (GRIDS S2 - S16) a M I I AB5 P oN oo 0 1 1 I 3RI Wo� I I I I I I I I I I I I @ o cn AB1 Lo TYPLli. @ GRID n II , 1 03A Lij 03A SH U.N.O. 03A 1 II a N (/7--�---- — ---- — ---I — z 0 = J w z w 0 N 0 D N O F- N O 0 W W 0 ANCHOR BOLT PLAN AREA "A" w NOTES: DETAIL No. 1.) DENOTES WALL BRACING z = xxxx 2.) F DR OVERHEAD DOOR POSTS SEE DETAIL AB7/03A. Q _ AREA yyy 3.)L.N.O. = UNLESS NOTED OTHERWISE. _ _ -, v co 0 =_ DETAILED THESE PLANS AND ALL PROPOSED WORK 1� ARE SUBJECT TO ANY CORRECTIONS - M DWG, D o o- vy REQUIRED BY FIELD INSPECTORS THAT " MAY BE NECESSARY IN ORDER TO DETAIL LEGEND COMPLY WITH ALL APPLICABLE CODES, M STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.• BUILDING DESCRIPTION: DRAWING TITLE.- CAD TECH: DUNWOODIE a DATE.' DATE. DATE. DATE: BUTL [F—H FLOR DA BLDG CODE 2001 AREA A CHECKED BY.- DATE.• 6/15/03 u 0 0 * ENG'R BY.- S. THOMAS LEAD TECH: JACKSON Y n CAD TECH: CAD TECH: CAD TECH: CAD TECH (�ONd-FRUCT11OIJ BUTLER CONSTRUCTION WAL MART 130 MPH WL EXP. B ANCHOR BOLT / L—� M02069 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ PLAN DRAWING NUMBER REV. NO. Y CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 0 KC, MO 64120 PHONE 87 6-24 6000 Fp 0 3- M 0 2 0 6 9 -01 00 a 12 13 13.5 14 14.5 15 15.5 16 16.5 17 17.5 18 1'8.5 19 19.5 20 20.5 21 21,5 22 22.5 23 23.5 24 24 S1' 1,192 -10 2'-6" 11 BAYS 0 54'-0" = 594'-0" 18' 18.5. 19 19.5 20.20.5 21 (TYP.) EW POST E--T- _ _ ICI W 19 19.5 20 20.5 21 ' N H H 164'-4" AEROSOL. BLDG. 1'-2" 54'-0" 54'-0" 54'-0" H H HI 27'-0" 27'-0" z O BAYS FRAME (TYP.) z I - 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" o A61 FRAME w Ld Ld INTM. SW N w w C3 N 03A INTM. ( ) `j ~ EW COLUMN EW w -I H H COL w • - - - (TYP.) -. - - -koo - _ --I I - - - - V-01- rAB1 AB1V341D ATo �" TYP. U.N:O. AB4 03A 03A d FIREWALL 03A 0 GRID Q w }_ _ — 03A — I I II I a - �I A61 1 Tl P. INT. COL. AB1 1 � 01 } , 03A PORIENTATION 03A / w z 0 AEROSOL o_ z } — — — m o — — — I w AB9 N } Q N I 03A I 00 � 1 FH © AB11 � r- } 03A AB11 Li � } - - -�— - - U a - - 03A Q � Y } - E3 —El-- - AB18 I o � of U I AB1 03A} �, N a 03A I I AB 1 P } 0 03A -t1D �w " I ABS TYP. GRIDS (C - P) TY. AB103A (GRIDS 14-23) 04 03A 1 1 _ m � mLn co ® o � 0 N o o , , o ® � c� 18 19 20 21 " } 03A I I I I °BA1 J ANCHOR BOLT PLAN "AEROSOL" © � 4 _ I N O U) }- _ — — O I I v AB4 TYP. U.N.O. vwi } 03A 0 GRID 13 F El — Li Lq } Z M E —11 I I � +• AB4 3 03A NOTES: " A619 u TYP. GRID B m(GRIDS 14-23) 1.) ® DENOTES WALL BRACING. M 0 m 2) FOR OVERHEAD DOOR POSTS SEE DETAIL AB7/03A. DETAIL No. XXXx 3) U.N.O. = UNLESS NOTED OTHERWISE. AREA yyyy AB1 TYP, AB 1 THESE PLANS AND ALL PROPOSED WORK DETAILED o } 03A 0 GRID A 03A -Do d N ARE SUBJECT TO ANY CORRECTIONS o _ _ _ REQUIRED BY FIELD INSPECTORS THAT DWG. DOD- -yy Q Y = — — ——— — — — — N MAY BE NECESSARY IN ORDER TO 04 N " AREA "A" "' COMPLY WITH ALL APPLICABLE CODES. DETAIL LEGEND AB1 ANCHOR BOLT PLAN AREA Brr 03A `V LICENSE NUMBERSTEVEN M. A47919if M REVISION NO. 1 REVISION N0. 2 REVISION N0. 3 REVISION N0. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE DATE.• DATE. DATE. DATE oUTL ER FLORIDA BLDG CODE 2001 ANCHOR BOLT CHECKED BY. DATE: 6/15/03 z 0 CAD TECH: CAD TECH: CAD TECH: CAD TECH: G� ST O� Op�J BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B PLAN ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y M02069 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA B 8c AEROSOL DRAWING NUMBER REV. NO. o Y CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC #7038 DI 0 3— M 0 2 0 6 9 -0 2 00 s KC, MO 64120 PHONE 816-24 6000 a r•�j 1' Y 1.5 Q2 2.5 Y 3,5 Q 4,5 Y 5,5 Y 6,5 Y 7,5 Y 8,5 Y 9,5 10 10.5 11 11,5 12 13 (5 7 7 5 g 818 5 9 9,S 10 10,5 11 11 5 11 5' 1,192'-10 7'-0 7'-0'� 7'-0" 7'-0' 27'-0� 7'-0� 7'-0� 7'-0� 7'-0� 7'-O'� 1'-2" 11 BAYS ® 54'-0" = 594'-0" 2'-6" COLUMN 8' TF El ❑ ❑ ❑ ❑ (TYP.) 7,8 ❑ Z - �I -T—� W-0" 1'-2 27'-0" 27'-0" ❑ AREA 100 ' ❑ IH I I I I I I "1 B1 � 1/ - � FRAME TYP. ~ AB16 `V AB10 (TYP-) ❑ H 3A o it 03A o 03A es o A B 16 0 N I rl 03A AB12 TYP. ® ABl AB1 GRID T 03A 03A N 0- AB1 TYP. U.N.O. 03A FIREWALL AB F-1 i p p -I 03A - I 03A ® GRID Q w H -- - - I - "i o TYP. AB6 ABl I U.N.O. 03A 03A It z H A03AB20A i C14 N I I Z �}-, "i - I� r� AB4 AB4 d- A0B203AA H �i p — 03A — F — 03A — — w Lf� AB1 AB4 AB4 I AB4 AB1 I o I i �p 03A 03A 03A 03A 03A �I I I A620A J M I-1 03A00 2 Ln I H I I i N � Y _ _ — — i AREA 100 BLOWUP Ln AB8 TTYP. GRIDS (B - P) A620A 03A (GRIDS 2-9) 03A o I — — -i o 10 10 2 10 7 11 AB1 TYP. U.N.O. in w I N = o 0 03A @ GRID 1 co o 18'-0" 17'-5" 18'-7" I I ImI'�I �7� I N ® Cl) ---�- - -- -- i O AB20A AB � X Z I H 03A 03A i `N J COMPRESSOR ROOM y o , ® =o ,D Ln � w Imo— - - - i z g z = X IFH AB1 TYP. ®AREA 200 X I I I o Q l 03A AND COMP. ROOM 00 Ln C4 AB20 i w L: I {� I 03� A X 1 N L-� — — ri--i I I AB20A I N w H H 03A -i 1'-2" 15'-0" I w — — — i Ln N I H A03AB20A A03A i = Q i� l'-2" 18'-7" 27'-0" 27'-0" 10 7 11 11 5 12 Ln A03AB20A TYPICAL U.N.O. AB4 -i w I ® GRID 12 03A I 10,7' u ELi AREA 200 BLOWUP AB21 H B20 03A 03A I 17'-5' AB1 TYP. U.N.O. 18'-0" 18'- AB4 c Q N 03A ®GRID A 03A i BA NOTES: o I 1.) *INDICATES 8" COLUMN. o = 2.) A INDICATES BRACING. DETAIL N0, XXXX V) Z `i AREA YYY I" o 3.)� X = COLUMN BEARING ELEVATION THESE PLANS AND ALL PROPOSED WORK DETAILED RELATIVE TO FIN. FLR. Q d w t ARE SUBJECT TO ANY CORRECTIONS AB10 n� 4.) FOR OVERHEAD DOOR POSTS 3 DBYFIELDINSPECTORSTHAT HEQUIRE v w SEE DETAIL AB7/03A. MAY BE NECESSARY IN ORDER TO ANCHOR B 0 LT PLAN AREA "C " AREA ZOO 5.) U.N.O. = UNLESS NOTED OTHERWISE COMPLY WITH ALLAPPUCAALECODE' DWG, D95- -yy W ri EVEN AS, P.E. 2 M DETA N 47919 � e a O REVISION NO. I REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE- CAD TECH: DUNWOODIE 3 DATE DArE: DATE DATE o CHECKED BY. DATE.• 6/15/03 Z BUTLE FLORIDA BLDG CODE 2001 ANCHOR BOLT C�Oo�I�`�V�M���Oo BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B PLAN ENGR BY.' S. THOMAS LEAD TECH: JACKSON Y CAD TECH: CAD TECH: CAD TECH: CAD TECH: pp� Z � M02069 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ AREA C, 100 & 200 DRAWING NUMBER REV. No. y CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 0 3— M 0 2 0 6 g —0 3 0 0 s a KC, MO 64120 PHONE 816-2 -6000 a m 0 Z 0 Y 2'-0" 2'-0" 1'-0" 2,-0„ 9 9 2 1/2"'2 1/2" —� COLUMN COLUMN 2 1/2" 2 1/2" COLUMN J o 04 N J Yi B z m B �N B J N o r �V �, B B 0 p 03B p o U 03B B c 0 03B 03B N N iv 03B N N \ o) m \ m COL. COL. (4) 1 "0 ANCHOR BOLTS (4) 1 1 /2"0 ANCHOR BOLTS (4) 1 1/2 "0' ANCHOR BOLTS (4) 1 "0 ANCHOR BOLTS (8) 1 1 2"0 ANCHOR BOLTS PROJECTED 3" PROJECTED 8 PROJECTED 8" PROJECTED 6" PROJECTED 8" DETAIL A81 DETAIL A132 DETAIL A133 DETAIL AB4 DETAIL AB5 3 1/2" DOOR 2'-0" ll 1 ° 3 1/2"3 1/2" SIEALD (T�'P) POST 0WELD 0CK BASE CHANNEL 3 1 /2 - (� DOOR POST TTT (� P') I - BASE CHANNEL 9" 9" COLUMN 1 -g COL. o a a 00 Jw - a� F:'-E BFr- o 4- II 03B _T_ „ 03B 00 N 3Bro f - I J 1 3/4I 1 3/LL-- CN SEE BEARING ELEV. ON PLAN 8" DOOR WIDTH 8° COL. (4) 3/4"0 ANCHOR BOLTS (4) 5/8"0 EXPANSION ANCHORS (4) 1 3/4"0 ANCHOR BOLTS BOLTS PROJECTED 3 PROJECTED 2 PROJECTED 9 PROJECTEDANCHOR 6 DETAIL A136 DETAIL A137 DETAIL A138 DETAIL AB9 1'-8 1/2" 7„ 7„ 1' 0" TFR E 1'-°"102 2'-0 3/4" 1/2 1/2" 2 1/ 1/2" 3 1 /2" 3 1/2" g 7 g„ 7 1 /4° g» 2 3/4" i� \ N 2 3/ 03B ov N N \ D Jo _ �__� 03B � 0 I A �I� "' B �I� o II + II 6 cv 03B N 9\ I ofl _ 03B N \ \ L-- J "� COL. E) u e ® IJ +� COL. SEE BEARING NE N ELEV. ON PLAN COLUMN \ LC7_010- COL. ro ctD (6) 2"0 ANCHOR BOLTS (4) 1 1/2"0 ANCHOR BOLTS 03B (8) 1 3/4"0 ANCHOR BOLTS (4) 1 1/2°0 ANCHOR BOLTS (4) 3/4"0 ANCHOR BOLTS PROJECTED 9' PROJECTED 6 PROJECTED 9 PROJECTED 8 PROJECTED 5 DETAIL AB10 DETAIL AB11 DETAIL AB12 DETAIL AB14 DETAIL AB16 1'-0" 1'-o" 2'-0" THESE PLANS AND ALL PRO g„ g„ ARE SUBJECT TO ANY COR EDWORK ECTIONS 2._0„__ 9" 9" 2'-0" _ 6" 3» 3° 6» = REQUIRED BY FIELD INSPE ORS THAT 2 1/2"_ 2 1 /2" _ 2 1 /2" 2 1 /2" COLUMN MAY BE NECESSARY INO DER TO COLUMN COLUMN COMPLY WITH ALL APPLICAB LE CODES. I _ J N J (D N _ Z m o o U W F 03B 0 o Z o F U 03B .... o c) W F A IF1B 03B 03B 03B CN N N M N Q a DETAIL AB20A AS SHOWN COL. N COL. WITH 3-PLAT WTHUMN, NL DETAIL AB OBE TUBE COLUMN ED (4) 1 1/4"0 ANCHOR BOLTS (4) 1 1/4"0 ANCHOR BOLTS (4) 1 3/4"0 ANCHOR BOLTS (8) 1 3/4"0 ANCHOR BOLTS (12) 1 3/4" 0 ANCHOR BOLTS PROJECTED 6" PROJECTED 6 PROJECTED 9' PROJECTED 9 PROJECTED 9" DETAIL AB17 DETAIL AB18 DETAIL AB19 DETAIL AB20A & AB20B DETAIL AB21 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO- 3 REVISION NO. 4 BUT � BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: DUNWOODIE DATE DATE.• DATE: DATE: FLORIDA BLDG CODE 2001 CHECKED BY: DATE 6/15/03 ENG'R BY.., S. THOMAS LEAD TECH: JACKSON 4DRIVE BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ANCHOR BOLT CAD TECH: CAD TECH: CAD TECH: CAD TECHRUCUTIVE L� M02069 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ DETAILS DRAWING NUMBER REV NO. KC, MO 64620 EX PHONE0 REGIONAL DC #7038 CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 03-M02069-03A 00 FLOOR FLOOR LINE LINE P v a d a SEE ETAIL FOR SEE DETAIL FOR SEE DETAIL FOR ° . d D ,d • D BOLT PROJECTION d a p BOLT PROJECTION , - P SEE DETAIL FOR d P > BOLT PROJECTION ° ' d • ' . BOLT PROJECTION BOLT PROJECTION D� ° BASE PLATE BASE PLATE •'d BASE PLATE d TOP OF BASE PLATE FLOOR BASE PLATE D ' a . , d P • _ _ D ' , ,' • D ' LINE _ - GROUT PEDESTAL d' p" v P ' lP.a" O FLOOR BY B.C. d ' d P ' a'a.• ; a a D LINE GROUT — ' _ _ _ GROUT BY B.C. BY B.C. — — v' v s _ — —� d •Dd� o d n Pd .° d .°. e — — v, .v' a o'v— v o pv _ D° d P d— D d d D D d P— O p° _ P •. D DD D V • d A D= Q D d— P d .. Dd a . _ D d D° p d, ' P d D .d d P• D d d D P d D D D °d Dd Pd ep Dd •d pd d d P °'d Pd' P ad av d P' v e .°, • v •v o �' D a SECTION A SECTION B SECTION C SECTION D SECTION E FLOOR LINE P a o v d SEE DETAIL FOR BOLT PROJECTION BASE PLATE d " a p� • D . GROUT BY B.C. d P v ' M d O D Q SECTION F ,p 00 - O THESE PLANS AND ALL PROPOSED WORK o ARE SUBJECT TO ANY CORRECTIONS M REQUIRED BY FIELD INSPECTORS THAT s MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 a o REVISION NO. I REVISION NO, 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT BUILDING DESCRIPTION.' DRAWING TITLE: CAD TECH: DUNWOODIE DATE.' DATE DATE. DATE: BUTLER r FLORIDA BLDG CODE 2001 CHECKED BY: DATE. 6/15/03 w CAD TECH: CAD TECH: CAD TECH: CAD TECH: (GONISITRUCT110NI BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ANCHOR BOLT ENG'R BY. S. THOMAS LEAD TECH: JACKSON Y M02069 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ DETAILS DRAWING NUMBER REV. No. CHECKED BY. CHECKED BY.' CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 0 3— M 0 2 0 6 9 -0 3 B O O 5 KC, MO 64120 PHONE 816-245— 00 a m 0 M PZ co 0 DO NOT WE BAR JOIST GIRT » FIELD LOCATE 9/16" DIA. 1 1/2 HOLIES IN GIRT AS REQ'D. 1'�2" 2a" EAVE JOIST _ 3» ROOF EW ROOF EW ROOF BEAM BEAM S.W. ® ' 1/4" t SW OR EW f EAVE MEMBER USE (4) x 2 1/4 BEAM 12 C GIRT I CON TENSION CONTROL BOLTS BOLTS USE (4) 3/4 x 2 A325 COLUMN CLIP 543164 (NS&FS) ------ -- 3/1 63 TENSION CONTROL BOLTS AT "C" GIRT. 543398 A (FS), 543399 (NS) - - - USE (2) 5/8" 3 16 3 n P. AT 8" "Z" - I HARDENED WASHERS 3 16 3 USE (4) 5/8 x 2 A325 3 16 4 2 1 2' = / OVER SLOTS IN CLIP TENSION CONTROL BOLTS 3 16 4 CLIP 3' BRACKET 700100 EW ROOF 700111 � BRACKET CORNER POST BEAM CLIP USE (4) 3/4 x 2 A325 CANOPY STUB I I11 1 543529 USE (2) 5/8"X 1 3/4" A325 CLIP 700109 700014 TENSION CONTROL BOLTS DOCK SEAL POST TENSION CONTROL BOLTS A , I I POST CLIP 700103 AREA A, FG9298 AREAS B & C EE DETAIL S.W. 4/82 FORRACE ROD USE (6) 5/8" X 2" A325 IONN. USE (6) 1/2" X 2"' A325T USE ( 4) 1/2" X 2" A325TUSE (4) 3/4"X 2 1/4" A325 SECTION A -A TENSION CONTROL BOLTS BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) TENSION CONTROL BOLTS DETAIL 1 DETAIL 2 DE AIL 3 DETAIL 4 DETAIL 5 BRACKEI 700115 SW COL. CANOPY STRUT BRACE ANGLE DO NOT WELD FRAME OR INTRM. SW COL. cp 1 8 1 8 BAR JOIST BAR JOIST BAR JOIST 5" FIREWALL '•� � _ �-- — WASHERS AS REQUIRED r7 ROOBEAM BAR JOIST M 1 8 1 8 WEB 0 :1 `O 4EE ,I �+ BEAM S.W. COL. FIELDLOCATE13/16 FLANGE BRACE 3 16 3 3 16 3 HOLES 3 16 3 3 16 3 LIPROOF 700103 AREA 100 I WAREHOUSE S.W. COLUMN CLIP BEAM 700024 USE (8) 5/8" X 1 1/2" NS&FS COLUMN USE (3) 7/8" X 2 1/4" A325 AREA 100 S.W. COLUMN COL. A325T BOLTS 097281 AND 8 BASE TENSION CONTROL BOLTS 5 8 HVY. HEX (095233) USE (9) 3/4 X 2 1/2" A325T PLATE NUTS & USE(ASSEMBLIES USE (2) 5/8" X 2 1/4" A325 R Q 3/4"THEAVYHHEX. NUTTg(09523 )(SNUG TIGHT) BOLT (097465) TENSION CONTROL BOLTS AREA 100 WAREHOUSE DETAIL 6 DETAIL 7 DE AIL 8 DETAIL 9 DETAIL 10 ENDWALL COLUMN ENDWALL GIRT EW BAR JOIST 8 BAR JOIST USE ( 4 ) 1/2" X 2" A325T USE (2) 3/4" X 2" (A307 BOLTS AND C BOLT ASSEMBLIES (097465) RNER POST USE 2" X 2 A325T BOLT (ASSEMBLIES (097 65) HEX NUTS BY SUPPLIER GIRTS =7' 1 8 1 8 'C' GIRT o J J ROOF=ROOF BEAM — — — w SIDEWALL COLUMN Zow 8 _ w o_ 1 8 12" C GIRT N FLANGE BRACE o +- cV 3" CLIP 700114 SIDEWALL — CANOPY OR ENDWALL GIRT BRACKET 3 Ld I INTERM. 10 1 /2"11 0 1 /2" INTERM. SECTION FLANGE BRACE 545046-31-6 GJ2584LI ® GRIDS 1,12,13 AND 24. [USE =T- BAY BAY (2) 5/8"X 1 1/2" A325T - - - FIELD 9/16" DIA. HOLES IN GIRT CLIP 543164 FRAME USE ( 1) 1/2" X 2" A325T USE ( 2) 1/2" X 2" A325T HEAVYRHEX.LTS NUTS97281(095233) 1'-2" CLIP 543171 USE ( 6) 1/2" X 2" A325T BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) S.W. COL. BOLT ASSEMBLIES (097465) DETAIL 11 DETAIL 12 DE AIL 13 DETAIL 14 DETAIL 15 FIELD LOCATE 9/16" DIA. SW OR EW GIRT USE ( 7 ) 1/2" X 2" A325T USE ( 2) 1/2" X 2" A325T HOLES IN GIRT AS REQ D. 1 1/2" USE ( X 2" A325T BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) 1 1/4 BLI , BOLT ASSEMBLIES (097465) 5„" USE ) S.D.S. USE„ X 2" A325T (ASSEMBLIES CLIP (580132) 8" GIRT 8ti LOCATE 097230BOLT (0974 5) 9/16"DIA. HOLES IN GIRT, AS REQ'D DOOR POST EXT. C GIRT — _ USE ( 2 ) 1/2" K 1 1/4" CLIP BOLT ASSEMBLIES (097462) — — - — (543025) 1 PART M K \ PLANS AND ALL PROPOSED WOK CLIP 543025 GIRT DOOR POST EXT. CLIP 700100 = 2 1/2" 3" ARE SUBJECT TO ANY CORRECTION I — — — — — — — — CLIP 700101 REQUIRED BY FIELD INSPECTORS THA CLIP 543164 MAY BE NECESSARY IN ORDER TO POST COMPLY WITH ALL APPLICABLE CODES. II DOOR HEADER ` - J POST P�� DOOR POST USE ( 2) 1/2" X 1 1/4" DOOR POST BOLT ASSEMBLIES (097462) 1 1/2" USE (4) 1/2" X 2" A325T 3 SECTION FD-0076 BOLT ASSEMBLIES (097465) DETAIL 16 DETAIL 17 DE AIL 18 DETAIL 19 DETAIL 20 M. SC A47919 LICENSE NUMBTEVEN ER REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 n�I n p T 21 LaJV L�LS BUILDER PROJECT.- BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR REVISION NO. I DATE DATE. DATE.' DATE.' FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED By'DATE. 7/21/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON COQNSTRUOMON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH: CAD TECH: CAD TECH: CAD TECH: L_J1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. N0, KC, MO 66641 1 EXECUTIVE PHONE 8 DRIVE 245 6000 REGIONAL DC # 7 0 3 8 AEROSOL CHECKED BY. CHECKED BY., CHECKED BY CHECKED BY.- 02-W*MDET-80 100 M n 0 M a Z 0 Y GIRT USE ( 2 ) 1/2 " X 2" A325T / WIp� R 1 8 1 8 1 8 1 8H BOLT ASSEMBLIES (097465) BAR JOIST FIELD LOCATE DIA. HLES 12" DOOR POST USE ( 4 ) 1/2" X 1 1/4' DOCK SEAL POST N GIRTAS REV D. BOLT ASSEMBLIES (097462) LIP LOUVER CLIP USE (2) 3/4"X 2" A307 BOLTS & HEX. NUTS 1 8 1 8 ROOF BEAM POST o \ (BY SUPPLIER) a 1 NOTES: 0 8" GIRT 1.17LANGES MUST BEAR FLANGE BRACE / CLIP 700114 �y>=as�Q� �i` ON BASE CLIPS. 2.BASE CLIPS SHOULD BASE CHANNEL — a o� BE ATTACHED TO POST BEFORE POST ARE INSTALLED. Fy op v{ \ LJ o 2) 3/4" EXP. BOLTS NOT BY BMC) USE ( 2) 1/2 X 1 1/4 CLIP (543317) BOLT ASSEMBLIES (097462) USE ( 2) 1/2" X 2" A325T USE ( 1) 1/2" X 2" A325T 11 3/4" BOLT ASSEMBLIES (097465) BOLT ASSEMBLIES (097465) DETAIL 21 DETAIL 22 DE FAIL 23 DETAIL 24 DETAIL 25 DOOR WIDTH 5" 5" 11 3/4" w p CANOPY BEAM DOOR HEADER HEADER LENGTH ^\14" BRACE ¢ CLEW POST OR COL / 545046-023-2 / \ DIM."Y"= 1'-4 1/2" N CLIP 543171 \ Al EW POST OR COLUMN // I \\ GIRT 4- _ _ _ _ _ _ PLATE 700105 I \\\ CANOPY STUB —I FURNISHED 3 16 USE (2) 3/4"X (1 1/2" A325T HI-STR. BOLTS 097283) & iro/HEAVY USE ( 4) 1/2" X 2" A325T // Q — — — — HEX. NUTS (095235) CLIP 580132 BOLT ASSEMBLIES (097465) v v o o GIRT w GIRT — p in0 I — ___ GIRT COLUMN COLUMN FIELD 15/16" DIA. HOLES - - _ _ _ __ o o FIELD DRILL DIMENSION Y DIMENSION Y FIELD DRILL REFERENCE DETAIL 35/81. WITH A 3" PITCH IN GIRTS FOR (2) 7/8 X2 1/ „ CLIP USE (2) 1/2" X 2" A325T USE (4) 1/2" X 1 1/4" GIRT IF READ. GIRT IF READ. USE CLIP 543171 IN PLACE OF CLIP 543164 AS SHOWN IN DET 35 A325T HI-STR. BOLT (097285 HEAVY HEX. NUT (095237). & WALL & WELD PLATE (NOT BY BMC) 700114 BOLT ASSEMBLIES (097465) 000R POST I BOLT ASSEMBLIES (097462) USE ( 4 ) 1/2" X 2" A325T FIELD 9/16" DIA HOLES IN SNUG TIGHT) W/WASHER BOLT ASSEMBLIES (097465) GIRT USEING CLIP AS A M5947) WASHER (095133) AS REQ D TEMPLATE. DETAIL 26 DETAIL 27 DE FAIL 28 DETAIL 29 DETAIL 30 DOCK SEAL POST EXT. OR h GIRT 1 -5 3/4' VEERT. LOUVER FRAMING DOCK SEAL POST EXT. OR USE(ASSEMBLIES V-11 3/4" ERT. LOUVER FRAMING ��i BOLT (097465) 1'-8 -3/4" EW POST OR COL. NOTE: CLIP 543398 SHOWN) �3 543399 REVERSE) FIELD LOCATE 9/160 EW POST OR COLUMN HOLES FOR 5'9 LOUVERS ® GRID Q FOR D.C.'s DOCK SEAL POST EXT. OR USE (2) 3/4"X 2" A307 LOUVER FRAMING LOUVER FRAMING VERT. LOUVER FRAMING CLIP BOLTS & HEX. BOLTS (BY SUPPLIERS) FP0638 \ � LOUVER FRAMING GIRT \ THESE PLANS AND ALL P OPOSED WORK — — — y,- - USE ( 2) 1/2' X 2" A325T USE ( 2) 1/2" X 2" A325T ARE SUBJECT TO ANY ORRECTIONS BOLT ASSEMBLIES (097465) �` BOLT ASSEMBLIES (097465) \ ` 1/2'X2- A325TREQUIRED BY FIELD IN ECTORS THAT 7010114 USE ( 2) 1/2CLP" X 2" A325T BOLT ASSEMBLIES (097465) �oFy'�o� �Q`oQ� BOLTUSE( SEMBLIES (0974 5) P�Q�� o \ a MAYBE NECESSARY N ORDER TO o �o w USE ( 4) 1/2" X 2" A325T COMPLY WITH ALL APPI. ABLE CODES. BOLT ASSEMBLIES (097465) DETAIL 31 DETAIL 32 D AIL 33 DETAIL 34 DETAIL 35 EAVE STRUT FIELD LOCATE EAVE STRUT 8 9/16" DIA. -_ -_ HOLES. -2" > > DO NOT WELD 1 7/16" 3 V-1 3/4" 1/4" w BAR JOIST FRAME BAR JOIST SIDEWALL o = ` BAR JOIST 3 16 3 EAVE MBER CLIP (580118) I EAVE WIND BRACE d 700107 EAVE MEMBER ,n QN,a `09 CLIP 700026 SELF- SCREW DRILLING (097354) INTERM. SW COL. SEE DET 44/82 3 16 4 GABLE OR ROOF BEAM FOR CLEVIS CONN. 3 16 4 DOOR POST L ANGLE CLIP 700109 - COLUMN \ CLIP (580118) USE (2) 5/8" X 1 1/2",,,, HEX. BOLT (097281) AND DOOR BAR JOIST t BRACKET HEAVY HEX. NUT (09: 233) WIDTH L 543529 USE A325 ON 2BOLTS P� USE (1`) 2° X 2" A325T TENS CONTROL VIEW BOLT ASSE BLIES (097465) USE ( 4) 1/2" X 2" A325T\o�� USE (4 ) 3/4"X 2 1/4" A325 BOLT ASSEMBLIES (097465) TENSION CONTROL BOLTS DETAIL 36 DETAIL 37 D AIL 38 DETAIL 39 1 DETAIL 40 LI NSE NUMBERA47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 L4UTL EII� BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE.• DATE.• DATE.• DATE.• FLORIDA BLDG CODE 2001 STRUCTURAL DETAILS CHECKED BY.• DATE: 7/21/03 ENG'R BY,' S. THOMAS LEAD TECH: JACKSON QOQNtt]FRUGTMI 1 BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B BLDGS A, B & C CAD TECH: CAD TECH. CAD TECH: CAD TECH: I J 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ AREA 100 & 200 DRAWING NUMBER REV. NO. 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-245 6000 REGIONAL DC # 7 0 3 8 AEROSOL CHECKED BY. CHECKED BY:CHECKED BY CHECKED BY: DI 0 2 — W * M D ET — 81 100 1 1 1 1 n 0