Loading...
3760 Orlando Dr - BC00-000717 (RACETRAC) (GAS TANKS) DOCUMENTSZONE CONTRAC i :L�1� PHONE # LOCATION 3 -QVY IV _ A 3-7 6 0 0 DATE �% F) ADDRESS PHONE # CID' r 3() 1 ' 20 PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (,_) FINISHED FLOOR ELEVATION REQUIREMENTS (�,) ARCHITECTURAL APPROVAL ,52-7-71 SUBDIVISION: PERMIT # Or-) J-7 JOB � COST FEE $ STATE NO. FEE $ FEE $ FEE $ LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY F//EE //$ _ /ENERGY SECT. CERTIFICATE OF OCCUPANCY DATE: __ ISSUED # FINAL DATE DATE: EPI: . cin Sy" 0 I yy b K 1. } .,1 1 a w. r �ti `7. Lr1 )rigs,' �1R f,l;', �i!;:• ,r.�. k,. r t. r e' s L,,, ft5ur5i.•r r �kr:,� ttr �M ��ti n�. 9_S•i+J:: '. r. :,..Ls t I. ...:+a, i' 4 � c. ..,,.,. ,r: .M?. .r:'.:$ r„},: �i7;1' .k Tri �. f,r r � :J,aa 7•r.. �; •] �..k t 1) PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15-0" OF THE PERIMETER OF THIS STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK. 2.) FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15-0" OF THE PERIMETER OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE. 3•) .".THE JOB SITE MUST BE GRADED LEVEL WITH NO SWELLS, DITCHES, OR TOPOGRAPHICAL IRREGULARITIES WITHIN 15-0" OF THE PERIMETER OF THIS STRUCTURE, ANY CONCRETE POURED PRIOR TO McGEE'S ARRIVAL MUST HAVE HAD AMPLE TIME TO CURE AND ,BE: ABLE TO SUPPORT THE WEIGHT OF McGEE'S TRAILERS AND CRANES. 4.) THE JOB SITE MUST BE DRY ENOUGH FOR McGEE'S VEHICLES AND PERSONNEL TO PERFORM WORK, IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATE WORK CONDITIONS. 5.) POURED CONCRETE PAVING UNDER THE CANOPY TO BE EXCLUSIVELY FOR WORK SPACE AND STORAGE OF MATERIALS. 6.) REMOVE ALL OVERHEAD OBSTRUCTIONS. 7.) FORM, SET, AND POURED FOUNDATIONS PER McGEE'S SITE SPECIFIC APPROVED FOUNDATION PLAN, ALL FORMS SHALL BE REMOVED PRIOR TO McGEE'S ARRIVAL. ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND SHALL BE ACCESSIBLE. 8.) INSTALL ALL ANCHOR BOLTS W/ NUTS, SET AT PROPER ELEVATIONS WITH NO MORE THAN 1/4" TOLERANCE, 9.) PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE FOR INSTALLERS USE, 10.) OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL INSPECTIONS, 11.) VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS. 11 1J ..f s r , f A 1 r. 4., a r McGEE CORPORATION WILL DELIVER THE CANOPY IN THREE (3) WEEKS UPON RECEIPT OF ANCHOR BOLT ELEVATIONS, APPROVED DRAWINGS, AND SIGNED SALES ORDER OR SIGNED PURCHASE ORDER. 2.) McGEE CORPORATION WILL DELIVER AND INSTALL ALL STRUCTURAL STEEL AND COMPONENTS TO COMPLETE THE CANOPY IN ONE TRIP. NOTEi SEE SITE CONDITIONS REQUIREMENTS. 1 . SET COLUMNS IN PLACE, LEVEL AND PLUMB ALL COLUMNS. 2, INSTALL OVERHEAD STEEL FRAMING, SQUARE UP FRAMING PRIOR TO FURTHER INSTALLATION. 3. , INSTALL DECKING AND U—L BRACES. DECK TO BE WIPED CLEAN PRIOR TO INSTALLATION. 4, INSTALL OUTRIGGERS, FLASHING, GUTTERS, AND FASCIA, WATERPROOF ALL JOINTS DURING INSTALLATION OF GUTTERS. 5. INSTALL COLUMN TRIMS, LEADERS AND LEADER COVERS. 6. CAULK AND WATERPROOF ENTIRE CANOPY. 7. CLEAN AND TOUCH UP ALL PRE—FINISHED MATERIALS. 8. CLEAN UP AND DISPOSE OF ALL McGEE DEBRIS PRIOR TO LEAVING JOBSITE. (EACH DAY AFTER COMPLETION) G. C, = GENERAL CONTRACTOR WORK Y OTHERS FTG. = FOOTING ELEV. = ELEVATION SQ, = SQUARE 1. PERMITS AND LICENSES O/C = ON CENTER 2. CONCRETE WORK (INCLUDING FOUNDATION) C/C = CENTER TO CENTER 3. ELECTRICAL WORK AND WIRING 4. UNDERGROUND PIPING © = AT 5. PAINTING AND DECALS = CENTERLINE 6, SIGNAGE N.S. = NEAR SIDE F. S, = FAR SIDE TYP = TYPICAL PLANS CITY OF SANFO a BLDG. 0 CONCRETE 3000 PSI (ACI -318-83) C-2 I C-4 ao — C-6 C-8 STRUCTURAL STEEL; DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL F1 DETAIL F2 DETAIL F2 DETAIL F2 DETAIL F1 (40) SCOTTSDALE RECESSED 5 BOLTS ASTM A325 FOR STRUCTURAL THE HIGHEST FINISHED GRADE ELEVATION COVERED STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY, J a a MINIMUM SOIL BEARING = 2000 PSF TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED t DESIGN LOADS; ONLY. FIELD TOUCH-UP, FINISH PAINTING AND ROOF LIVE LOAD = 20 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. WIND LOAD = 105 MPH EXP "C" (ASCE 7) 11) FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC GIVEN LOADS AND ALLOWABLE SOIL PRESSURE. THEIR AV = .05 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS Aa = .05 0 I J 0 0 J U 15'-4" _MINIMUM SLAB DESIGN 6" THICK REINFORCED CONCRETE WITH WWF 6 x 6-W1.4 x W1.4 REQUIRED UNDER MAIN CANOPY AREA FOR FOUNDATION STABILITY. FINAL SLAB DESIGN BY OTHERS. C-10 DETAIL BC1 T)VTAIT F1 CL COL 32'-3" CL COL 32'-3" CL COL 32'-3" 159'-8" FOUNDATION LAYOUT ALL DIAGONAL DIMENSIONS SHOWN ARE GIVEN TO CL OF COLUMN STATE ROAD 46 BUILDING C-9 DETAIL BC1 DETAIL F1 CL COL 32'-3" CL COL 15'-4" CONCRETE 3000 PSI (ACI -318-83) MAY BE GREATER THAN BUT NOT LESS THAN 12" I El ao — 3) STRUCTURAL STEEL; C-1 C-3 C-5 C-7 DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL F1 DETAIL F1 DETAIL F1 DETAIL F1 CL COL 32'-3" CL COL 32'-3" CL COL 32'-3" 159'-8" FOUNDATION LAYOUT ALL DIAGONAL DIMENSIONS SHOWN ARE GIVEN TO CL OF COLUMN STATE ROAD 46 BUILDING C-9 DETAIL BC1 DETAIL F1 CL COL 32'-3" CL COL 15'-4" l:L LIUH I J L.L LIUM I.) \,L LItin IJ l.L LIVrI IJ %,L LI VF1 IJ VL LI VfI IJ STATE ROAD 46 CANOPY LIGHT LAYOUT SCALE(1 /8"=1' - 0" ) VL LI V111J (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G,C. TOP OF ISLAND BY G,C. CONCRETE SLAB (BY OTHERS) \ H.S. NON -SHRINK GROUT 2-1/2" MIN. REQ'D (BY OTHERS) CONCRETE FOOTING -- WITH STEEL REINFORCING BY G.C. I 1'-g„ Iwam STEEL TUBE COLUMN W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- -LEAVE CONC. ROUGH SEE GENERAL �_z NOTE #9 7„ #4's ® 8" 0. C. EACH WAY 14" _ R Q0 T 3" NOTE: DO NOT POUR CONCRETE " WITHIN 1" OF BOTTOM OF THREADS ON ANCHOR BOLTS, DETAIL rFT� REV, 09/29/94 ��)` R 00 I i� -CL (4)-1 3/4"0 HOLES 3/4" X 20" X 1'-8" LG. TS 'L 1/2" X 5" X 5" DETAIL C -1h REV.2 02/04/94 (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. TOP OF ISLAND BY G.C. CONCRETE SLAB (BY OTHERS) \ r-- H.S. NON -SHRINK GROUT 2-1/2" MIN. REQ'D (BY OTHERS) CONCRETE FOOTING WITH STEEL REINFORCING BY G.C. wiWiNi 01rxmo1 0=4163twoff W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- LEAVE CONC. ROUGH SEE GENERAL NOTE #9 y #4's ® 8" 0. C. ,-{ EACH WAY 14" SQ.) T 3" NOTE: DO NOT POUR CONCRETE " WITHIN 1" OF BOTTOM OF THREADS ON ANCHOR BOLTS. DETAIL F2 REV. 09/29/94 GENERAL NOTES: 1) CONCRETE 3000 PSI (ACI -318-83) MAY BE GREATER THAN BUT NOT LESS THAN 12" I 1 in 3) STRUCTURAL STEEL; GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL WF BEAMS Fy = 50 KSI, UNLESS NOTED OTHERWISE BE SET LEVEL AND ON THE SAME ELEVATION. PLATES, ANGLES & PIPES Fy = 36 KSI TO OBTAIN PROPER CANOPY CLEARANCE, R 0 I TUBING Fy = 46 KSI CONTRACTOR SHALL PROVIDE McGEE CORPORATION 4) COLD FORMED SHAPES Fy = 50 KSI (40) SCOTTSDALE RECESSED 5 BOLTS ASTM A325 FOR STRUCTURAL THE HIGHEST FINISHED GRADE ELEVATION COVERED STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY, TIGHTENED PER AISC TURN OF NUT METHOD. 10) MOUNTED LIGHTS 6) MINIMUM SOIL BEARING = 2000 PSF TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED t DESIGN LOADS; ONLY. FIELD TOUCH-UP, FINISH PAINTING AND ROOF LIVE LOAD = 20 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. WIND LOAD = 105 MPH EXP "C" (ASCE 7) 11) FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC GIVEN LOADS AND ALLOWABLE SOIL PRESSURE. THEIR AV = .05 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS Aa = .05 OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE BUILDING CODE DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER THE STANDARD BUILDING CODE - SECTION 1606 OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION 8) A36 ANCHOR BOLTS & TEMPLATES ARE OF FOUNDATIONS FOR THE RESOLUTION OF ANY FURNISHED BY McGEE. CONFLICT. WHERE FOUNDATION DETAIL IS NOT SHOWN 10 I CANOPY FOUNDATION INSTALLATION; McGEE CORPORATION AND THEIR ENGINEERS TAKE NO CONTRACTOR SHALL DETERMINE WHICH FINISHED RESPONSIBILITY FOR FOUNDATION DESIGN, N ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS WITH LATEST AWS SPECIFICATIONS, USING E70XX IN RELATION TO THAT ELEVATION. CONTRACTOR MUST t t VERIFY FUEL CONTAINMENT BOX SIZE AND LOCATION BY A CERTIFIED WELDER. TO ENSURE FOUNDATION DOES NOT INTERFERE WITH BOX INSTALLATION. TOP OF FOUNDATION DEPTH --- t R 0 1 F1 F1 171 1-1 FI In i i R O I to 12'-6" 15'-0" 15'-0" 15'-0" 15'-0" 14'-6" 15'-0" 15'-0" 15'-0" 15'-0" 12'-8" l:L LIUH I J L.L LIUM I.) \,L LItin IJ l.L LIVrI IJ %,L LI VF1 IJ VL LI VfI IJ STATE ROAD 46 CANOPY LIGHT LAYOUT SCALE(1 /8"=1' - 0" ) VL LI V111J (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G,C. TOP OF ISLAND BY G,C. CONCRETE SLAB (BY OTHERS) \ H.S. NON -SHRINK GROUT 2-1/2" MIN. REQ'D (BY OTHERS) CONCRETE FOOTING -- WITH STEEL REINFORCING BY G.C. I 1'-g„ Iwam STEEL TUBE COLUMN W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- -LEAVE CONC. ROUGH SEE GENERAL �_z NOTE #9 7„ #4's ® 8" 0. C. EACH WAY 14" _ R Q0 T 3" NOTE: DO NOT POUR CONCRETE " WITHIN 1" OF BOTTOM OF THREADS ON ANCHOR BOLTS, DETAIL rFT� REV, 09/29/94 ��)` R 00 I i� -CL (4)-1 3/4"0 HOLES 3/4" X 20" X 1'-8" LG. TS 'L 1/2" X 5" X 5" DETAIL C -1h REV.2 02/04/94 (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. TOP OF ISLAND BY G.C. CONCRETE SLAB (BY OTHERS) \ r-- H.S. NON -SHRINK GROUT 2-1/2" MIN. REQ'D (BY OTHERS) CONCRETE FOOTING WITH STEEL REINFORCING BY G.C. wiWiNi 01rxmo1 0=4163twoff W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- LEAVE CONC. ROUGH SEE GENERAL NOTE #9 y #4's ® 8" 0. C. ,-{ EACH WAY 14" SQ.) T 3" NOTE: DO NOT POUR CONCRETE " WITHIN 1" OF BOTTOM OF THREADS ON ANCHOR BOLTS. DETAIL F2 REV. 09/29/94 GENERAL NOTES: 1) CONCRETE 3000 PSI (ACI -318-83) MAY BE GREATER THAN BUT NOT LESS THAN 12" 2) STEEL REINFORCEMENT fy = 60 KSI BELOW THE PREVIOUSLY DETERMINED LOWEST FINISHED 3) STRUCTURAL STEEL; GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL WF BEAMS Fy = 50 KSI, UNLESS NOTED OTHERWISE BE SET LEVEL AND ON THE SAME ELEVATION. PLATES, ANGLES & PIPES Fy = 36 KSI TO OBTAIN PROPER CANOPY CLEARANCE, TUBING Fy = 46 KSI CONTRACTOR SHALL PROVIDE McGEE CORPORATION 4) COLD FORMED SHAPES Fy = 50 KSI WITH FINAL FOUNDATION ELEVATION AND 5 BOLTS ASTM A325 FOR STRUCTURAL THE HIGHEST FINISHED GRADE ELEVATION COVERED STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY, TIGHTENED PER AISC TURN OF NUT METHOD. 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED 6) MINIMUM SOIL BEARING = 2000 PSF TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED 7) DESIGN LOADS; ONLY. FIELD TOUCH-UP, FINISH PAINTING AND ROOF LIVE LOAD = 20 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. WIND LOAD = 105 MPH EXP "C" (ASCE 7) 11) FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC GIVEN LOADS AND ALLOWABLE SOIL PRESSURE. THEIR AV = .05 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS Aa = .05 OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE BUILDING CODE DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER THE STANDARD BUILDING CODE - SECTION 1606 OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION 8) A36 ANCHOR BOLTS & TEMPLATES ARE OF FOUNDATIONS FOR THE RESOLUTION OF ANY FURNISHED BY McGEE. CONFLICT. WHERE FOUNDATION DETAIL IS NOT SHOWN 9) CANOPY FOUNDATION INSTALLATION; McGEE CORPORATION AND THEIR ENGINEERS TAKE NO CONTRACTOR SHALL DETERMINE WHICH FINISHED RESPONSIBILITY FOR FOUNDATION DESIGN, GRADE ELEVATION AT EACH CANOPY COLUMN IS THE 12) ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS WITH LATEST AWS SPECIFICATIONS, USING E70XX IN RELATION TO THAT ELEVATION. CONTRACTOR MUST ELECTRODES, ALL WELDING SHALL BE PERFORMED VERIFY FUEL CONTAINMENT BOX SIZE AND LOCATION BY A CERTIFIED WELDER. TO ENSURE FOUNDATION DOES NOT INTERFERE WITH BOX INSTALLATION. TOP OF FOUNDATION DEPTH I U LOL� 38'-2 1/2" 1 1/2" _ � , � 1 1/2" 3-1/2 L_ 3-1/2" LPL 3/4" x 10" x 1'-6" LG. CL (4) 3/4"0 HOLES. ALONG W/ �4� 5/8"0 x 2 1/2" LG, A-325 BOLTS W/ 4 5/8" HEX. NUTS & (8) LD, WASHERS PL 3/4" 5 16 1 4„ 5 16 �— TS 10x10x1/4 f TYP, TYP. �/4 COL, DETAIL KG_ DE AIL Tl,l W14 BEAM — REV. 01/18/95 AND GREATER W16 OR W14 —1 1 (W16) 4 1/2" J (W14) 3 1/2" 2 7/8" I A = 3 1/2" DETAIL REV.3 5/13/96 I - CAD FILE N0./PLOT SCALE 21434 i 1/ /4 it x6 it x1O #I PLATE (3" GA. HOLES) WELDED TO W6x9 BEAM W6x9 STRUT — CL (6) 3/4"0 HOLES, ALONG W/ �6 5/8»0 x 2 1/2" LG. A-325 80LTS W/ FLANGE TO PLATE 6; 5/8 HEX, NUTS & (12) 5/8" I.D. WASHERS 3/16 1 /4" - 1 3/8"`1 -- 1 1/2" (4) 5/8"0 BOLTS x 2 1/2" LONG A-325 BOLTS W/ (4) 5/8" HEX NUTS & (8) 5/8" LD, WASHERS, W16 OR wla DETAIL `-PL 1/4" x 6" x 0'-10" LG. REV, 4 05/13/96 -- 2 7/8" .,n'_n" 20'-9 1 /2" STATE ROAD 46 CANOPY ROOF PLAN PL 3/8" (N.S. & F.S.) (STEEL OVER 16" HIGH) PL 1/4" (N.S. & F.S.) WEB TO PLATE 11 E6 11 PURLIN 3" DETAIL REV.6 05/14/96 (4) 3/4"0 HOLES �L­PI­120 (0) PL 50'-0" DETAIL W d 20 GA. WHITE EMBOSSED GALVALUME GRAND SPAN 16,0" STEEL DECKING 120 PANELS ® 53'-0" 1 EXTRA PANEL INCLUDED IN ABOVE QTY .032 ALUMINUM GUTTER SYSTEM COLOR TO MATCH DECK. NOTE: CANOPY BEAM CLIPS MUST BE INSTALLED ON BOTH SIDES OF THE PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE CANOPY, ALL OTHER LOCATIONS SEE DETAIL CP1 STITCH DECKING WITH TEK ® MIDSPAN BETWEEN PURLINS, 2" MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE) MAE"I 54'-0" (FASCIA) 19'-0' R _C` CASTLE GRAY ALUCOBOND FASCIA W/ RACETRAC DECALS ON ALL SIDES, 4"0 INSP, PLT, 48" ABOVE FIN, GRADE C-4 & 6 MAIN FRAME DETAIL ERECTION NOTES; REVIEW PLANS & DETAILS PRIOR TO INSTALLATION. INSTALL BEAMS ACCORDING TO MARKED END #'S ON ROOF PLAN, BEAM OVERHANG IS 4" LONGER ON RIGHT HAND END OF CANOPY, IF APPLICABLE, SAME APPLIES FOR BEAM OVERHANG AT TEE. THIS IS TO ALLOW FOR DECK PANEL GROWTH, INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF APPLICABLE SAME APPLIES FOR TEE, SEE ROOF PLAN FOR PROPER SLOPE AND HOW SLOPE IS ACQUIRED, SEE FASCIA DETAILS WHICH ALSO REFERS BACK TO GENERAL NOTES FOR OUTRIGGER SPACINGS. *BP FASCIA ONLY* START FASCIA AT LEFT END - SEE DIMENSION FOR LOCATION OF FIRST T4 PANEL, ULIAIL t UFz ANCHOR BOLT SHIPPING REQUIREMENTS DETAIL KCP3 ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY CANOPY 1-1/8" x 36" LONG 40 HARDWARE LIST BREAK—DOWN (REFERENCE ONLY) ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY TC1-TOP PLATE (10 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 40 WP2-BEAM SPLICE (12 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 72 WP2-BEAM SPLICE (12 PLACES) 6x10X1/4" PLATE 12 PH2O-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 GS3-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 CANOPY SHIPPING STEEL HARDWARE MANIFEST QUANTITY DESCRIPTION QUANTITY PULLED CHECKED TRAILER # LOADED SHIPPED BY BY BY 272 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS ALUMINUM OVERFLOW 12 1 (WP2) 6x10x1/4" PLATE (LINE UP W/OUTSIDE EDGE OF DRAIN HOLE ALUMINUM CANOPY SHIPPING MANIFEST TOP BASE PLATE W/S & VENT IN ORDER TO POP OVERFLOW PLATE PLATE DRAINS CONDUIT 5 �h 4 3/Ry RIVET 4 PLACES) GUTTER HANGER (HAT SECTION) 5 BM -1 W14x61 (45'-0") FIELDCUT HOLE IN \ 4 BM -2 W14x26 (38'-2 3/8") PERIMETER GUTTER DECKING 4 BM -3 W14x26 (49'-11 3/4") p 4 BM -4 W14x22 (20'-9 1/4") FROM TOP SIDE OF � � IN pIRIVET / 4 BM -5 W14x26 (49'-11 7/8") ACe °yf RF�OW CANOPY APPLY SILPRUF 10 BM -6 W6x9 (14'-11 5/8") �b CAULK TO ALL GUTTER I 5 COL 1,2,3,4,5 TS 1Ox1Ox1/4" BOTTOM POP RIVET PENETRATIONS 1 / 5 COL 6,7,8,9,10, TS 1Ox1Ox1/4" \No 122 SIDE OUTRIGGERS POP RIVET SGYPPER eo°wNT° 6E ENCLOSURE \ IN PLACE / 42 END OUTRIGGERS gI�ToMITTut Ag USE WHITE CAULKING \ / 1—LOT HARDWARE �S EUM TAWINGAROUND EDGE FOR ~`PR, JO© N0. FINAL JOB N0. N0, CApET R N�°W FINISHING TRIM BREAK SFED RMEDM IN SCUPPERMcGEE 21434 P0214348 p �w TTF G�,'j"1,,1 Rs T CORPORATION TR7AcCETrRAC PETROLEUM CITY � � � ° DETAIL S C 2 12701 East Independence U , S. 17 — 92 � �Y' Blvd. P,s, Box 810 SANFORD, FL SEMINOLE COUNTY 04-15-98 Matthews, NC 28106-1375 Phone: (704) 882-1500 SCALE: 1/8-1'-0 IN ACCORDANCE DRAWN BY: LJM Watts: (800) 526-5589 '�' /,� DATE: 9/20/99 WITH REV, LETTER: CHWD BY: :� These prints are the property of McGee Corp..METAL CANOPY 54'-0 x 159'-8 Reproduction or reuse is prohibited without written ROOF PLAN 8c DETAILS SHEETS°. OF, _� G permission. G` 3/8" PL STIFFENER N.S. & F.S. TYPICAL (ANY BEAM OVER 16" HIGH) 1/4" PL STIFFENER N.S, & F.S. TYPICAL W MAIN FRAME W PURLIN CL (4) 5/8"0 x 2 1/2" LG: A-325 BOLTS W/ (a) 5/8" HEX. NUTS & (8) 5/8" I.D. WASHERS BEAM CLIP \ 3" DECK PANEL J 11 E6 11 PURLIN 3" DETAIL REV.6 05/14/96 (4) 3/4"0 HOLES �L­PI­120 (0) PL 50'-0" DETAIL W d 20 GA. WHITE EMBOSSED GALVALUME GRAND SPAN 16,0" STEEL DECKING 120 PANELS ® 53'-0" 1 EXTRA PANEL INCLUDED IN ABOVE QTY .032 ALUMINUM GUTTER SYSTEM COLOR TO MATCH DECK. NOTE: CANOPY BEAM CLIPS MUST BE INSTALLED ON BOTH SIDES OF THE PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE CANOPY, ALL OTHER LOCATIONS SEE DETAIL CP1 STITCH DECKING WITH TEK ® MIDSPAN BETWEEN PURLINS, 2" MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE) MAE"I 54'-0" (FASCIA) 19'-0' R _C` CASTLE GRAY ALUCOBOND FASCIA W/ RACETRAC DECALS ON ALL SIDES, 4"0 INSP, PLT, 48" ABOVE FIN, GRADE C-4 & 6 MAIN FRAME DETAIL ERECTION NOTES; REVIEW PLANS & DETAILS PRIOR TO INSTALLATION. INSTALL BEAMS ACCORDING TO MARKED END #'S ON ROOF PLAN, BEAM OVERHANG IS 4" LONGER ON RIGHT HAND END OF CANOPY, IF APPLICABLE, SAME APPLIES FOR BEAM OVERHANG AT TEE. THIS IS TO ALLOW FOR DECK PANEL GROWTH, INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF APPLICABLE SAME APPLIES FOR TEE, SEE ROOF PLAN FOR PROPER SLOPE AND HOW SLOPE IS ACQUIRED, SEE FASCIA DETAILS WHICH ALSO REFERS BACK TO GENERAL NOTES FOR OUTRIGGER SPACINGS. *BP FASCIA ONLY* START FASCIA AT LEFT END - SEE DIMENSION FOR LOCATION OF FIRST T4 PANEL, ULIAIL t UFz ANCHOR BOLT SHIPPING REQUIREMENTS DETAIL KCP3 ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY CANOPY 1-1/8" x 36" LONG 40 HARDWARE LIST BREAK—DOWN (REFERENCE ONLY) ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY TC1-TOP PLATE (10 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 40 WP2-BEAM SPLICE (12 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 72 WP2-BEAM SPLICE (12 PLACES) 6x10X1/4" PLATE 12 PH2O-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 GS3-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 CANOPY SHIPPING STEEL HARDWARE MANIFEST QUANTITY DESCRIPTION QUANTITY PULLED CHECKED TRAILER # LOADED SHIPPED BY BY BY 272 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS ALUMINUM OVERFLOW 12 1 (WP2) 6x10x1/4" PLATE (LINE UP W/OUTSIDE EDGE OF DRAIN HOLE ALUMINUM CANOPY SHIPPING MANIFEST TOP BASE PLATE W/S & VENT IN ORDER TO POP OVERFLOW PLATE PLATE DRAINS CONDUIT 5 �h 4 3/Ry RIVET 4 PLACES) GUTTER HANGER (HAT SECTION) 5 BM -1 W14x61 (45'-0") FIELDCUT HOLE IN \ 4 BM -2 W14x26 (38'-2 3/8") PERIMETER GUTTER DECKING 4 BM -3 W14x26 (49'-11 3/4") p 4 BM -4 W14x22 (20'-9 1/4") FROM TOP SIDE OF � � IN pIRIVET / 4 BM -5 W14x26 (49'-11 7/8") ACe °yf RF�OW CANOPY APPLY SILPRUF 10 BM -6 W6x9 (14'-11 5/8") �b CAULK TO ALL GUTTER I 5 COL 1,2,3,4,5 TS 1Ox1Ox1/4" BOTTOM POP RIVET PENETRATIONS 1 / 5 COL 6,7,8,9,10, TS 1Ox1Ox1/4" \No 122 SIDE OUTRIGGERS POP RIVET SGYPPER eo°wNT° 6E ENCLOSURE \ IN PLACE / 42 END OUTRIGGERS gI�ToMITTut Ag USE WHITE CAULKING \ / 1—LOT HARDWARE �S EUM TAWINGAROUND EDGE FOR ~`PR, JO© N0. FINAL JOB N0. N0, CApET R N�°W FINISHING TRIM BREAK SFED RMEDM IN SCUPPERMcGEE 21434 P0214348 p �w TTF G�,'j"1,,1 Rs T CORPORATION TR7AcCETrRAC PETROLEUM CITY � � � ° DETAIL S C 2 12701 East Independence U , S. 17 — 92 � �Y' Blvd. P,s, Box 810 SANFORD, FL SEMINOLE COUNTY 04-15-98 Matthews, NC 28106-1375 Phone: (704) 882-1500 SCALE: 1/8-1'-0 IN ACCORDANCE DRAWN BY: LJM Watts: (800) 526-5589 '�' /,� DATE: 9/20/99 WITH REV, LETTER: CHWD BY: :� These prints are the property of McGee Corp..METAL CANOPY 54'-0 x 159'-8 Reproduction or reuse is prohibited without written ROOF PLAN 8c DETAILS SHEETS°. OF, _� G permission. G` 2'-6" (MIN,) N 0 T E: GUTTER 3" 6" 3"x2" ANGLE AND 1 1 /2"x1 1/2" z ANGLE TO BE USED ON SKEWED ENCLOSURE -7 CANOPIES ONLY. `N #8x3/4 .MODIFIED TRUSS HEAD DETAIL FD' (PAINT TO MATCH A,C,M,) 07-29-981 1 /2"x1 1/2" SIDE 18 GA. ANGLE (SEE NOTE TO THE LEFT) #8x3/4 MODIFIED TRUSS HEAD #10x3/4 TEK gyp, TRIM 109 1 1/2" x 1 1/2" x 1 1/2" "Z" 5,8 10' - In 1/2' PRE -FABRICATED - ¢ 12 LONG BEAD OUTRIGGER MADE OF GLUE BESIDE W/ 1 1/2"x18 GA. ANGLE OUTRIGGER AFTER AND 1 1/2" "Z" r ACM INSTALLATION OUTRIGGERS SPACED . II 0 32" O.C. (w/ WIND #10x1/2 TEK -Lu LOADS 0 100 MPH & OVER) \��' Q x OUTRIGGERS SPACED w II Lu ® 48" O,C, (w/ WIND a LOADS BELOW 100 MPH) > CON IIINUOUS ¢ SIL-F'RUF CAULK > 1 1/2" x 1 1/2" ANGLE #8x1/2 SHEET 1'-10 1/16" METAL SCREW 3'-3" r DECK SEE DETAIL CP3 #12x1 TEK w/ NEOPRENE WASHER COSMETIC CAULK n GUTTER 3" 6'� ENCLOSURE �T m T � DE 1 AIL (F1)2'� #8x3/4 MODIFIED TRUSS HEAD 06-22-98 (PAINT TO MATCH A.C.M.) END MAIN FRAME NOTE: MUST NOTCH GUTTER AS SHOWN (1/2" WIDE x 1 1/2" DEEP) FOR A.C,M. AT PANFORM ENDS DO NOT NOTCH A.C.M. TO FIT OVER GUTTER X = A.C.M. HEIGHT #8x3/4 MODIFIED TRUSS HEAD 8p TRIM 1094- 2'-6" #10x3/4 1 1/2" TEK x 1 1/2" x 1 1/2" "Z"5/8"10— 3'-6" 2r-6,# S-8" 2'-8" 3'-9" 2'-9,' 4'-0" 3'-0" THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT PRE-FABRICATED USED) UP TO AND INCLUDING OUTRIGGER MADE 1/2 TURN 2/3 TURN 4 DIAMETERS J w/ 1 1/2%18 GA. ANGLE w METERS BUT 1/2 TURN 2/3 TURN 1/2" AND 1 1/2" "Z" Q 12 LONG BEAD 8 DIAMETERS A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. OF GLUE BESIDE DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES. B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. OUTRIGGER AFTER 2"x3" ANGLE 18 GA. r ACM INSTALLATION (SEE NOTE BELOW) II OUTRIGGERS SPACED \�c, 0 32" O,C. (w/ WIND �P� < x LOADS 0 100 MPH & OVER) #10x1/2 TEK In II w w OUTRIGGERS SPACED <CONTINUOUS ¢ 0 48" O.C, (w/ WIND _ SIL-PRUF CAULK > LOADS BELOW 100 MPH) / 1 1/2" x 1 1/2" ANGLE Y0 #8x1/2 SHEET 3„ 1'-10 1/16 METAL SCREW DECK 2 -0 ' #12x1 TEK w/ NEOPRENE WASHER COSMETIC CAULK I r` N 0 T E: GUTTER 3" 6" 3"x2" ANGLE AND 1 1 /2"x1 1/2" z ANGLE TO BE USED ON SKEWED ENCLOSURE -7 CANOPIES ONLY. `N #8x3/4 .MODIFIED TRUSS HEAD DETAIL FD' (PAINT TO MATCH A,C,M,) 07-29-981 1 /2"x1 1/2" SIDE 18 GA. ANGLE (SEE NOTE TO THE LEFT) #8x3/4 MODIFIED TRUSS HEAD #10x3/4 TEK gyp, TRIM 109 1 1/2" x 1 1/2" x 1 1/2" "Z" 5,8 10' - In 1/2' PRE -FABRICATED - ¢ 12 LONG BEAD OUTRIGGER MADE OF GLUE BESIDE W/ 1 1/2"x18 GA. ANGLE OUTRIGGER AFTER AND 1 1/2" "Z" r ACM INSTALLATION OUTRIGGERS SPACED . II 0 32" O.C. (w/ WIND #10x1/2 TEK -Lu LOADS 0 100 MPH & OVER) \��' Q x OUTRIGGERS SPACED w II Lu ® 48" O,C, (w/ WIND a LOADS BELOW 100 MPH) > CON IIINUOUS ¢ SIL-F'RUF CAULK > 1 1/2" x 1 1/2" ANGLE #8x1/2 SHEET 1'-10 1/16" METAL SCREW 3'-3" r DECK SEE DETAIL CP3 #12x1 TEK w/ NEOPRENE WASHER COSMETIC CAULK n GUTTER 3" 6'� ENCLOSURE �T m T � DE 1 AIL (F1)2'� #8x3/4 MODIFIED TRUSS HEAD 06-22-98 (PAINT TO MATCH A.C.M.) END MAIN FRAME NOTE: MUST NOTCH GUTTER AS SHOWN (1/2" WIDE x 1 1/2" DEEP) FOR A.C,M. AT PANFORM ENDS DO NOT NOTCH A.C.M. TO FIT OVER GUTTER X = A.C.M. HEIGHT rY = OUTRIGGER HEIGHT 2'-6" V-6„ 3'-0" 2'-O" 3'-6" 2r-6,# S-8" 2'-8" 3'-9" 2'-9,' 4'-0" 3'-0" X = A.C.M. HEIGHT Y = OUTRIGGER HEIGHT 2'-6" V-6„ 3'-0" 2'-0" 3'-6" 2'-6" 3'-8" 2'-8" 3'-9" 2'-9" 4'-0" 3'-0" BEAM CLIP 11 GA. STEEL `1 TOP & BOTTOM VIEW ____l PURLIN BEAM 3" DECK PANEL 3/8"0 SET SCREW LOCK NUT / --- _• ._ 7. . TERNATING 3 5/8"x20 GA, CONT, DRYWALL — STUD USE McGEE BEAM CLIP TO \ ATTACH TO PURLIN BEAM & USE #12x1 TEK 0 24" O.C. TO BEAM CLIP \ ATTACH TO DECK PANEL. 04 1 1/32" CLAMPING SURFACE I DECKING BELOW 2 3/8" PURLIN SIDE VIEW McGEE BEAM CLIP DETAIL MATERIAL: 11 GAUGE PLATE, ASTM A526 CQ (GALVANIZED); HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) SEE DETAIL 'TO THE RIGHT McGEE CLIPTOP OF EAM DETAIL CP1 FLANGEBEAM AND CLAMPINGASURFAO E PROCEDUNDER U DECK RIB, SETBEAM PUSHCCLIPW GITH AINST DECKSETWAOND BEAM FLANGE WITH SET SCREW AS FAR ONTO BEAM FLANGE AS POSSIBLE, WHILE KEEPING BEAM CLIP VERTICAL, TURN SET REV 11-31-95 SCREW TO SNUG TIGHT WITHOUT BURROWING INTO STEEL BEAM FLANGE. THEN PROCEED TO TURN SET SCREW 3/4 TURN (270'). TIGHTEN LOCK NUT MAKING SURE THAT BEAM CLIP REMAINS IN POSITION. E # INSTALLATION NOTES: P 1) PRIOR TO GUTTER INSTALLATION GIJTT E � REMOVE MATERIAL AS SHOWN. SEE NOTE # 2 ER R 2) USING #10x3/4" TEK SCREWS, ATTACH PLASTIC EMERGENCY OUTRIGGER NOT SHOWN OVERFLOW INTO POSITION AS SHOWN. PERIMETER GUTTER 3) CAULK AROUND OVERFLOW AS REQUIRED, CAULKING SHALL MATCH DECKING DECKING. SEE NOTE # 3 4) IF REQUIRED PAINT OVERFLOW TO MATCH DECKING, SEE NOTE # 24 PLASTIC OVERFLOW DETAIL C9B REV, 05-19-97 NOTE: USE 3 5/8" STUD AT STARTING PANEL ONLY, SEE DETAIL CP3 FOR INSTALLATION PROCEDURES USED AT 2 1/2" STUD AT THIRD DECK RIB. \ NOTE: CANOPY BEAM CLIPS MUST BE 3" DECK PANEL INSTALLED ON BOTH SIDES OF THE \ PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE / CANOPY. ALL OTHER LOCATIONS \ ALTERNATE SIDES OF PURLIN, / START END OF PANELS DETAIL CP2 REV, 5 7-7-97 \\:j— u 1, T1s;;, R.�k7i COPIED FROM SPECIFICATION for STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS TURN OF NUT TIGHTENING: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION & BROUGHT TO A SNUG -TIGHT CONDITION, 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. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE, DURING THE TIGHTENING OPERATION, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH, TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. OALL gE EOGC SILPRO EpGES COT ER 6 v+/ IgG A LOuV AN O ER oo GAOIj ICA ER T CAL' OOT 5R PERIL 60Tp E T WORK �P IEP � Tf lR RCAA �O E WAY T�ER APO (1051 GLR T Off AN LL cif F0 cof O NO PCRI�E Ofo ff CR GOT�ER 0 ff / PERI�AN� E Af A 45DETAIL&CR A REV. 02-24-98 ��_j PERIMETER GUTTER CORNER ASSEMBLY PURLIN BEAM CPO BEAM CLIP (TYP) 2 1/2" x16 GA. CONT, DRYWALL -Ju STUD USE McGEE BEAM CLIP TO I ATTACH TO PURLIN BEAM OPPOSITE SIDE of BEAM DECK CLIP & USE #12x1 TEK 0 24" O.C. TO / ATTACH TO DECK PANEL (TYP PDECK RIB) NOTE. CANOPY BEAM CLIPS MUST BE / INSTALLED ON BOTH SIDES OF THE 3" DECK PANEL \ PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE / CANOPY. ALL OTHER LOCATIONS \ ALTERNATE SIDES OF PURLIN. / FINISH END OF PANELS DETAIL CP3 REV. 5 7-7-97 ��_j cUTTFRs TO ALUMINUM OVERFLOW (LINE UP w/OUTSIDE EDGE OF DRAIN HOLE ALUMINUM IN ORDER TO POP OVERFLOW RIVET 4 PLACES) GUTTER HANGER (HAT SECTION) FIELD CUT HOLE IN PERIMETER GUTTER \ DECKING �CeT Oyu FROM TOP SIDE OFCANOPY APPLY / RF�O� CAULK TO ALL GUTTRU ERF BOTTOM POP RIVETI / PENETRATIONS :IN P RIVET SCy�PPER ENCLOSURE \ PLACE / USE WHITE CAULKING AROUND EDGE FOR ''- FINISHING TRIM EMBOSSED ALUMINUM BREAK FORMED SCUPPER DETAIL SC -2h 04-15-98 ��_j gE ALL GSgROf S E E°/5 SILP E° v� I� ' 4A J colREp dEI G KIN" L� PGEE11CPLRKA 0 fl PT ,TO ,ppp `IS ,k;URe DETAIL C1 REV. 02-24-98 3 POP 3 POP RDFT POP RITS NIS SIO S IN @qce M DISPOSITION OF OUTER FACE OF BOLTED PARTS BOLT LENGTH (UNDER SIDE BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE END OF BOLT) BOLT AXIS THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT USED) USED) UP TO AND INCLUDING 1/3 TURN 1/2 TURN 2/3 TURN 4 DIAMETERS OVER 4 DIA- METERS BUT 1/2 TURN 2/3 TURN 5/6 TURN NOT EXCEEDING 8 DIAMETERS A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHOULD BE PLUS OR MINUS 30 DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES. B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. OALL gE EOGC SILPRO EpGES COT ER 6 v+/ IgG A LOuV AN O ER oo GAOIj ICA ER T CAL' OOT 5R PERIL 60Tp E T WORK �P IEP � Tf lR RCAA �O E WAY T�ER APO (1051 GLR T Off AN LL cif F0 cof O NO PCRI�E Ofo ff CR GOT�ER 0 ff / PERI�AN� E Af A 45DETAIL&CR A REV. 02-24-98 ��_j PERIMETER GUTTER CORNER ASSEMBLY PURLIN BEAM CPO BEAM CLIP (TYP) 2 1/2" x16 GA. CONT, DRYWALL -Ju STUD USE McGEE BEAM CLIP TO I ATTACH TO PURLIN BEAM OPPOSITE SIDE of BEAM DECK CLIP & USE #12x1 TEK 0 24" O.C. TO / ATTACH TO DECK PANEL (TYP PDECK RIB) NOTE. CANOPY BEAM CLIPS MUST BE / INSTALLED ON BOTH SIDES OF THE 3" DECK PANEL \ PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE / CANOPY. ALL OTHER LOCATIONS \ ALTERNATE SIDES OF PURLIN. / FINISH END OF PANELS DETAIL CP3 REV. 5 7-7-97 ��_j cUTTFRs TO ALUMINUM OVERFLOW (LINE UP w/OUTSIDE EDGE OF DRAIN HOLE ALUMINUM IN ORDER TO POP OVERFLOW RIVET 4 PLACES) GUTTER HANGER (HAT SECTION) FIELD CUT HOLE IN PERIMETER GUTTER \ DECKING �CeT Oyu FROM TOP SIDE OFCANOPY APPLY / RF�O� CAULK TO ALL GUTTRU ERF BOTTOM POP RIVETI / PENETRATIONS :IN P RIVET SCy�PPER ENCLOSURE \ PLACE / USE WHITE CAULKING AROUND EDGE FOR ''- FINISHING TRIM EMBOSSED ALUMINUM BREAK FORMED SCUPPER DETAIL SC -2h 04-15-98 ��_j gE ALL GSgROf S E E°/5 SILP E° v� I� ' 4A J colREp dEI G KIN" L� PGEE11CPLRKA 0 fl PT ,TO ,ppp `IS ,k;URe DETAIL C1 REV. 02-24-98 3 POP 3 POP RDFT POP RITS NIS SIO S IN @qce M U? ift L y SANFORD BUILDING DEP f. ,,o rOND,111)IIALI-Y THESE PLANS AFZE RFVjElNEO At SHA BE T ISSU51_ LL pF OC;EF mop ACCEPTED FOR Rmvr. A PERMI I _0 WITH CONSTRUED,ro BE A LICE11SETC) PR THE WORK All[:) NOT AS AUTHORITY TO VIOLATE. �IIDE AY OF THE CANCEL. At -TER OR 5F -T 'L NOR SHALL PROVISIONS OF THE TECHNICASCl N. ' ISSUANCE OF A PERMIT PREVENT l. -,F, BUILDING RFAFTER RE*QUIRING A CORREC- DFPT FROM THEf 01,4 THEPLANS, CO TION OF E2tliOR5 ORO THER VIOLATIONS OF THE (.*;OIDES.NSTRUCTION FEKMIT #oo--\:iL SITE CONDITIONS REQUIREMENTS 1) PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0" OF THE PERIMETER OF THIS STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK. 2•) FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0" OF THE PERIMETER OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE. 3•) THE JOB SITE MUST BE GRADED LEVEL WITH NO SWELLS, DITCHES, OR TOPOGRAPHICAL IRREGULARITIES WITHIN 15'-0" OF THE PERIMETER OF THIS STRUCTURE. ANY CONCRETE POURED PRIOR TO McGEE'S ARRIVAL MUST HAVE HAD AMPLE TIME TO CURE AND BE ABLE TO SUPPORT THE WEIGHT OF McGEE'S TRAILERS AND CRANES. 4.) THE JOB SITE MUST BE DRY ENOUGH FOR McGEE'S VEHICLES AND PERSONNEL TO PERFORM WORK, IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATE WORK CONDITIONS, 5.) POURED CONCRETE PAVING UNDER THE CANOPY TO BE EXCLUSIVELY FOR WORK SPACE AND STORAGE OF MATERIALS. 6.) REMOVE ALL OVERHEAD OBSTRUCTIONS. 7.) FORM, SET, AND POURED FOUNDATIONS PER McGEE'S SITE SPECIFIC APPROVED FOUNDATION PLAN. ALL FORMS SHALL BE REMOVED PRIOR TO McGEE'S ARRIVAL. ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND SHALL BE ACCESSIBLE. 8.) INSTALL ALL ANCHOR BOLTS W/ NUTS. SET AT PROPER ELEVATIONS WITH NO MORE THAN 1/4" TOLERANCE. 9.) PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE FOR INSTALLERS USE. 10.) OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL INSPECTIONS. 11.) VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS, DELIVERY SCHEDULE McGEE CORPORATION! WILL DELIVER THE CANOPY IN THREE (3) WEEKS UPON RECEIPT OF ANCHOR BOLT ELEVATIONS, APPROVED DRAWINGS, AND SIGNED SALES ORDER OR SIGNED PURCHASE ORDER. 2.) McGEE CORPORATION WILL DELIVER AND INSTALL ALL STRUCTURAL STEEL AND COMPONENTS TO COMPLETE THE CANOPY IN ONE TRIP. NOTE: SEE SITE CONCi'TIONS REQUIREMENTS. -ABBREVIATIONS- G. C BBREVIATIONSG.C. = GENERAL CONTRACTOR FTG. = FOOTING ELEV. = ELEVATION SQ. = SQUARE 0/C = ON CENTER C/C = CENTER TO CENTER = AT = CENTERLINE N. S. = NEAR SIDE F.S. = FAR SIDE TYP = TYPICAL McGEE SCOPE OF WORK 1. SET COLUMNS IN PLACE, LEVEL AND PLUMB ALL COLUMNS. 2. INSTALL OVERHEAD STEEL FRAMING. SQUARE UP FRAMING PRIOR TO FURTHER INSTALLATION. 3. INSTALL DECKING AND U—L BRACES, DECK TO BE WIPED CLEAN PRIOR TO INSTALLATION. 4. INSTALL OUTRIGGERS, FLASHING, GUTTERS, AND FASCIA. WATERPROOF ALL JOINTS DURING INSTALLATION OF GUTTERS. 5. INSTALL COLUMN TRIMS, LEADERS AND LEADER COVERS. 6. CAULK AND WATERPROOF ENTIRE CANOPY. 7. CLEAN AND TOUCH UP ALL PRE—FINISHED MATERIALS. 8. CLEAN UP AND DISPOSE OF ALL McGEE DEBRIS PRIOR TO LEAVING JOBSITE. (EACH DAY AFTER COMPLETION) WORK BY OTHERS 1. PERMITS AND LICENSES 2. CONCRETE WORK (INCLUDING FOUNDATION) 3. ELECTRICAL WORK AND WIRING 4. UNDERGROUND PIPING 5. PAINTING AND DECALS 6. SIGNAGE �v i r� 0 PR. JCB N0. FINAL JCB N0. DRAWING N0. McGEE 21434 P021434 CORPORATION RACETRAC PETROLEUM 12701 East Independencle U. S. 17 — 92 Blvd. P.O. Box 1375 Matthews, NC 28106-1{75 SANFORD, FL SEMINOLE COUNTY Phone:(704) 882-1509;. Watts: (800) 526-558 3 SCALE: NTS IN ACCORDANCE A DRAWN BY: LJM pp7E; 9/20=99 WITH REV. LETTER: CHK'D BY: These prints are the Corp.. METAL CANOPY 44'-0 x 159'-8 property of McGee Reproduction or reuse is prohibited without writtfn SHEET N0. permission. COVER �j SHEET S E E T 1 OF.6 Cr-� — .2 BLDG. FOOTINGS FOR COLUMNS C-4, C-6 & C-8 HAVE BEEN SIZED TO ACCOMMODATE A POSSIBLE FUTURE ADDITION OF A TEE—SECTION FOR THIS CANOPY. C-2 C-4 C-6 a DETAIL BC1 DETAIL BC1 DETAIL BC1 DETAIL F1 DETAIL F2 DETAIL F2 F_ �l a U I I . � � I CAD FILE N0./PLOT SCALE 21434 F — --1 110 - . J L--_ c DETAIL BC1 DETAIL F1 15'-4" CL COL (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. TOP OF ISLAND BY G.C. CONCRETE SLAB — (BY OTHERS) \ C— C- 8 DETAIL BC1 DFm A TT VcD F r 0 �— —� C-3 L_ C-5 DETAIL BC1 DETAIL BCI DETAIL BC1 DETAIL F1 DETAIL F1 DETAIL F1 32'-3" CL COL 32'-3" CL COL 32'-3" CL COL 32'-3" MINIMUM SLAB DESIGN 6" THICK REINFORCED CONCRETE WITH WWF 6 x 6—W1.4 x W1.4 REQUIRED UNDER MAIN CANOPY AREA FOR FOUNDATION STABILITY. FINAL SLAB DESIGN BY OTHERS. . . . — . — . — �I C-10 DETAIL BC1 'DETAIL F1 STEEL TUBE COLUMN W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION ISLAND SHOWN FOR REFERENCE I ONLY -- MAY NOT APPLY -- LEAVE CONC. ROUGH SEE GENERAL - N OTE #9 FOUNDATION LAYOUT ALL DIAGONAL DIMENSIONS SHOWN ARE GIVEN TO CL OF COLUMN STATE RD. 15 & 600 6"0 HOLE (CENTERED) 1/ " DISPOSITION OF OUTER FACE OF BOLTED PARTS 4 BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE (UNDER SIDE OF HEAD TO I AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE END OF BOLT) H.S. NON -SHRINK THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT GROUT 2-1/2" MIN. REQ'D PLATES, ANGLES PIPES Fy = 36 KSI USED) (BY OTHERS) UP TO AND CONTRACTOR SHALL PROVIDE McGEE CORPORATION 4) COLD FORMED SHAPES Fy = 50 KSI INCLUDING 1/3 TURN 1/2 TURN 0 CONCRETE FOOTING STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY. WITH STEEL REINFORCING 7" #4's ® 8" O.C. BY G.C. MINIMUM SOIL BEARING = 2000 PSF EACH WAY 1/2 TURN 14" (SQ.) . . . Z-Tn. 5/6 TURN ✓/j\�//\//\ ROOF LIVE LOAD = 20 PSF F 8 DIAMETERS FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC iGIVEN A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHOULD BE PLUS OR MINUS 30 DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES, B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE �. BUILDING CODE DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER THE STANDARD BUILDING CODE - SECTION 1606 DO NOT POUR CONCRETE 8) '-p" x 5'- Q WITHIN 1" OF BOTTOM FURNISHED BY McGEE. OF THREADS ON 9) CANOPY FOUNDATION INSTALLATION: AN BOLTS. '� DETAIL Nf CONTRACTOR SHA L DETERMINE WHICH FINISHED REV. 09/29/94 GRADE ELEVATION AT EACH CANOPY COLUMN IS THE 12) FOUNDATION LAYOUT ALL DIAGONAL DIMENSIONS SHOWN ARE GIVEN TO CL OF COLUMN STATE RD. 15 & 600 6"0 HOLE (CENTERED) 1/ " (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. TOP OF ISLAND BY G.C. CONCRETE SLAB (BY OTHERS) CL (4)-1 3/40 HOLES H.S. NON—SHRINK TYP 3/8 " PL 3/4" X 20" X 1'-8" LG. GROUT 2-1/2" MIN. REQ'D (BY OTHERS) TS 1/4 I PL1/2"X5"X5" CONCRETE FOOTING WITH STEEL REINFORCING BY G.C. DETAIL rkh REV.4 09-17-99 a� 0 DETAIL BC1 DETAIL F1 CL COL 15'-4" STEEL TUBE COLUMN W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION LISLAND SHOWN FOR REFERENCE I ONLY -- MAY NOT APPLY -- LEAVE CONC. ROUGH SEE GENERAL NOTE #9 R �7 y" #4's ® 8" 0. C. EACH WAY 14" (SQ.) n \ DISPOSITION OF OUTER FACE OF BOLTED PARTS 3» BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE (UNDER SIDE OF HEAD TO I AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE END OF BOLT) BOLT AXIS THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT (4) 1-1/8"0 ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. TOP OF ISLAND BY G.C. CONCRETE SLAB (BY OTHERS) CL (4)-1 3/40 HOLES H.S. NON—SHRINK TYP 3/8 " PL 3/4" X 20" X 1'-8" LG. GROUT 2-1/2" MIN. REQ'D (BY OTHERS) TS 1/4 I PL1/2"X5"X5" CONCRETE FOOTING WITH STEEL REINFORCING BY G.C. DETAIL rkh REV.4 09-17-99 a� 0 DETAIL BC1 DETAIL F1 CL COL 15'-4" STEEL TUBE COLUMN W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION LISLAND SHOWN FOR REFERENCE I ONLY -- MAY NOT APPLY -- LEAVE CONC. ROUGH SEE GENERAL NOTE #9 R �7 y" #4's ® 8" 0. C. EACH WAY 14" (SQ.) n \ DISPOSITION OF OUTER FACE OF BOLTED PARTS 3» BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE (UNDER SIDE DETAIL (P-2 REV. 09/29/911 KEITH A. TATE / FL PE LICENSE N0. 43742 4107 ROCKINGHAM ROAD S, GREENSBORO, NC 27407 t v. REVISIONS REV. CHNG APP'D DATE DESCRIPTION BY BY A CAO 5/11/00 REVISED TO CHANGE WIDTH OF CANOPY TO 44'-0` WIDE & ADDED HIP ROOF SYSTEM, TRUSS BY MCGEE. COPIED FROM SPECIFICATION for STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS TURN OF NUT TIGHTENING: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION . & BROUGHT TO A SNUG—TIGHT CONDITION. 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. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE. DURING THE TIGHTENING OPERATION, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. DATE: 9 20 00 WITH REV. LETTER: CHK'D BY: These prints are the �— property of McGee Corp.. METAL CANOPY . 44 —0 x 150 8 Reproduction or reuse's is prohibited without written SHEET NO. permission. FOUNDATION PLAN 2 OF 6 d , 1 DISPOSITION OF OUTER FACE OF BOLTED PARTS BOLT LENGTH BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE (UNDER SIDE OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE END OF BOLT) BOLT AXIS THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT PLATES, ANGLES PIPES Fy = 36 KSI USED) USED) UP TO AND CONTRACTOR SHALL PROVIDE McGEE CORPORATION 4) COLD FORMED SHAPES Fy = 50 KSI INCLUDING 1/3 TURN 1/2 TURN 2/3 TURN 4 DIAMETERS STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY. OVER 4 DIA— STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED 6) MINIMUM SOIL BEARING = 2000 PSF METERS BUT 1/2 TURN 2/3 TURN 5/6 TURN NOT EXCEEDING ROOF LIVE LOAD = 20 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. 8 DIAMETERS FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC iGIVEN A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHOULD BE PLUS OR MINUS 30 DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES, B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. DATE: 9 20 00 WITH REV. LETTER: CHK'D BY: These prints are the �— property of McGee Corp.. METAL CANOPY . 44 —0 x 150 8 Reproduction or reuse's is prohibited without written SHEET NO. permission. FOUNDATION PLAN 2 OF 6 d , 1 GENERAL NOTES: 1) CONCRETE 3000 PSI (ACI -318-95) MAY BE GREATER THAN BUT NOT LESS THAN 12" 2) STEEL REINFORCEMENT fy = 60 KSI BELOW THE PREVIOUSLY DETERMINED LOWEST FINISHED 3) STRUCTURAL STEEL: GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL WF BEAMS Fy = 50 KSI, UNLESS NOTED OTHERWISE BE SET LEVEL AND ON THE SAME ELEVATION. PLATES, ANGLES PIPES Fy = 36 KSI 70 OBTAIN PROPER CANOPY CLEARANCE, SANFO:RD, FL TUBING Fy = 46 KSI CONTRACTOR SHALL PROVIDE McGEE CORPORATION 4) COLD FORMED SHAPES Fy = 50 KSI WITH FINAL FOUNDATION ELEVATION AND 5) BOLTS ASTM A325.FOR STRUCTURAL THE HIGHEST FINISHED GRADE ELEVATION COVERED STEEL CONNECTIONS. BOLTS SHALL BE BY THE CANOPY. TIGHTENED PER AISC TURN OF NUT METHOD. 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED 6) MINIMUM SOIL BEARING = 2000 PSF TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED 7) DESIGN LOADS: 1 ONLY. FIELD TOUCH-UP, FINISH PAINTING AND ROOF LIVE LOAD = 20 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. WIND LOAD = 105 MPH EXP "C" (ASCE 7) 11) FOUNDATIONS (WHERE SHOWN) HAVE BEEN SIZED FOR SEISMIC iGIVEN LOADS AND ALLOWABLE SOIL PRESSURE. THEIR AV = 051 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS Aa = .05'1 OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE BUILDING CODE DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER THE STANDARD BUILDING CODE - SECTION 1606 OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION 8) A36 ANCHOR BOLTS & TEMPLATES ARE OF FOUNDATIONS FOR THE RESOLUTION OF ANY FURNISHED BY McGEE. CONFLICT. WHERE FOUNDATION DETAIL IS NOT SHOWN 9) CANOPY FOUNDATION INSTALLATION: McGEE CORPORATION AND THEIR ENGINEERS TAKE NO CONTRACTOR SHA L DETERMINE WHICH FINISHED RESPONSIBILITY FOR FOUNDATION DESIGN. GRADE ELEVATION AT EACH CANOPY COLUMN IS THE 12) ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS WITH LATEST AWS SPECIFICATIONS, USING E70XX IN RELATION TO THAT ELEVATION. CONTRACTOR MUST ELECTRODES. ALL WELDING SHALL BE PERFORMED VERIFY FUEL CONTAINMENT BOX SIZE AND LOCATION BY A CERTIFIED WELDER. TO ENSURE FOUNDATION DOES NOT INTERFERE WITH BOX INSTALLATION.(, TOP OF FOUNDATION DEPTH DATE: 9 20 00 WITH REV. LETTER: CHK'D BY: These prints are the �— property of McGee Corp.. METAL CANOPY . 44 —0 x 150 8 Reproduction or reuse's is prohibited without written SHEET NO. permission. FOUNDATION PLAN 2 OF 6 d , 1 PR. JOB NO. FINAL JOB NO. 21434McGEE DRAWING NO. P021434A 14 4A RACETRAC PETROLEUM CORPORATION 12701 East Independence U. S. 17 - 92 BlvMatthews, Nc z 106-11,375 SANFO:RD, FL SEMINOLE COUNTY SCALE: 1 8=1'-0 IN ACCORDANCE p A DRAWN BY: LJM Phone: (704) 882-1500 WattB: (800) 526-5589 DATE: 9 20 00 WITH REV. LETTER: CHK'D BY: These prints are the �— property of McGee Corp.. METAL CANOPY . 44 —0 x 150 8 Reproduction or reuse's is prohibited without written SHEET NO. permission. FOUNDATION PLAN 2 OF 6 d , 1 BLDG 45'-0" _ 40'-0" (BEAM LENGTH) CL SPL (BEAM LENGTH) CL SPL DETAIL WA1T DETAIL 696 2'-1" 5'-8" $ PLACES 6 PLACES —— . — . . — . — — . — . _ . — . — . — — 24'-0" AM LEN( u 50'-0" CL SPL 7 (BEAM LENGTH) 2'-7" ; �o 7 ANCHOR BOLT USE TI QUANTITY CANOPY 1 W14x26 BM -3 W14x22 UBM-4 W1422 Ua__5 W4x2lb 40 HARDWARE LIST BREAK -DOWN (REFERENCE ONLY) I DESCRIPTION QUANTITY - 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 40 WP2-BEAM SPLICE (12 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS DETAIL FM WP2-BEAM SPLICE (12 PLACES) 6x1Ox1/4" PLATE 12 WA1T-CONNECTION (8 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 60 WAIT -CONNECTION (8 PLACES) 3x3x1/4x10" ANGLE 12 PH2O-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 GS3- CONN ECTION (16 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 16 PLACES 4 I THIS IS TO ALLOW FOR DECK PANEL GROWTH. Mlottthewss, NC 28106-1375 SANFORD, FL SEMINOLE COUNI�Y NN01 x x on 6 N INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF I a SCALE: j/8"=1' -O" IN ACCORDANCE 5 COL 1,3,5,7,9, TS 10x1Ox5/16" (20'-7") 3 16'-1 1/2" APPLICABLE SAME APPLIES FOR TEE. WGtts: (800) 526-5589 5 16'-1 1/2" 3 A CHK'D BY: 122 SIDE OUTRIGGERS 36 END OUTRIGGERS 1 -LOT HARDWARE These prints are the property of McGee Corp.. CANOPY 44'-0 " x 159,- 8" to FOR OUTRIGGER SPACINGS. Reproduction or reuse is 1 *BP FASCIA ONLY* START FASCIA AT LEFT END - SEE DIMENSION FOR LOCATION OF FIRST T4 PANEL. prohibited without writtenp permission. ROOF PLAN & DETAILS In SHEET NO. m m > m 51-3 100 _ BM -3 W14x22 jBM- - DETAIL i I I 20 PLACES — CL 12'-0" I N N a 0 1 0 _l In W14 - BM -3 W14x22W14x2211 W14x26I m iBM-5 ( %�6 X DETAIL WP2 X X X N N 0 112 PLACES 0 0 o 0 o 00 CO 3I CID00 3 I I ILD i m i 1 BM -3 W14x22 m i m iiBM-4 W14 i m 1 0° 3'-6„LU LU LU Liu! ` ------ ------ -*-*-*-*-- ---- ------ CL SC2 16'-1 1/2" CL O'FLOW 14'-10" CL C0L (nP) 32'-3" CL COL 32'-3" CL 1 COL 6" 158,-8" (DECKING) 159'-7 3/4" (OUT TO OUT OF OUTRIGGERS) 159'- 8" (FASCIA) L CAD FILE NO./PLOT SCALE 1 /8"='I'-0" 21434 DETAIL SC2 6 PLACES CL COL CANOPY ROOF P AN W14 BEAM - AND GREATER STATE RD. 15 & 600 1 /4" 6" 10" PLATE GLERT, 24 GAUGE RIES 2000 SLAT GRAY NAR STANDING SEAM ROOF 44'-0" FURNISHED & INSTALLED BY (FASCIA) OTHERS GALVANIZED STEEL TRUSS SYSTEM FURNISHED & 14'-0" 16'-0" _ 14'-0" INSTALLED BY MCGEE CL COL CL COL 12 _ —14 0 DETAIL DSA1 DETAIL TC1 CASTLE GRAY ACM FASCIA 10 PLACES )—/ 10 PLACES — W/ RACETRAC DECALS DETAIL GS11 DETAIL FD1 10 PLACES INSP PLATE 48" DETAIL �FD2 ABOVE FIN. GR. _ C-4. 6 ONLY MAIN FRAME DETAIL A x (3" GA. HOLES) WELDED TO W6x9 BEAM W6x9 STRUT FLANGE TO PLATE 3 16 (4) 5/8"0 BOLTS x 2 1/2"LONG� A-325 BOLTS W/ (4) 5/8,�HEX NUTS & (8) 5/8" I.D. WASHERS. DETAIL (G'S_3_h REV. 4 05/13/96 PURLIN STiFFNER CL (6) 3/4"0 HOLES. ALONG W/ M5/800 x 2 1/2" LG. A-325 BOLTS W/ 5/8" HEX. NUTS & (12) 5/8" I.D. WASHERS 1/4's W16 OR W14 1 3/8" 1 3/8- 1 1/2" 1 1/2" N N r r W16 OR W14 R Q ¢ 0 4+1 PL 1/4" x 6" x 0'-10" LG. (W16) 4 1/2" (W14) 3 1/2' 2 7/8" 2 7/8" A = 3 1/2" DETAIL WP2 REV.3 5/13/96 3—BOLTS 32'-3" CL COL 14'-10" a T T R U _�,�� WEB TO 6 V3" \ PLATE 1'-6" 1 1/2" 7 1/2", 7 1/2" 1 1/2' 3-1/2" IF -11 + _ n o L- -J 3-1/2" ZPL 3/4" x 10" x 1'-6" LG. CL (4) 3/4"0 HOLES. ALONG W/ �4) 5/8"0 x 2 1/2" LG. A-325 BOLTS W/ 4) 5/8" HEX. NUTS & (8) I.D. WASHERS n FS 10x10x1 /4 DETAIL _ (T'C_i� REV.3 11-11-98 KEITH A. TATE / FL PE LICENSE NO. 43742 4107 ROCKINGHAM ROAD S. GREENSBORO, NC 27407 LD z x J 3/8" PL STIFFENER N.S. & F.S. TYPICAL (ANY BEAM OVER 16" HIGH) 1/4" PL STIFFENER N.S. & F.S. TYPICAL W MAIN FRAME 7 W PURLIN CL (4) 5/8"0 x 2 1/2" LG. A-325 BOLTS W/ (4) 5/8" HEX. NUTS & (8) 5/8" BEAM CLIP I.D. WASHERS 3" DECK PANEL (4) 3/4"0 HOLES 10 /—PH2O (0) PL PURLIN DETAIL H2 REV.6 05/14/96 20 GA. WHITE EMBOSSED GALVALUME GRAND SPAN 16.0" STEEL DECKING 120 PANELS ® 43'-0" 6" (1) EXTRA PANEL ADDED TO ABOVE QTY. .032 ALUMINUM GUTTER SYSTEM COLOR TO MATCH DECD NOTE: CANOPY BEAM CLIPS MUST BE INSTALLED ON BOTH SIDES OF THE PURLIN. ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE CANOPY. ALL OTHER LOCATIONS SEE DETAIL CP1 STITCH DECKING WITH TEK 0 MIDSPAN BETWEEN PURLINS, 2" MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE) DETAIL CP1 DETAIL CP2 DETAIL CP3 W14 ANGLE 1/4"x3"0"x10" LG- CL (9) 3/4"0 HOLES. ALONG W/ (1) REVID PER CgVNEC110N� O 9 5/8"A x 2 1/2" LG. A-325 BOLTS W/ 0 ¢ �9� 5/8" HEX. NUTS & (18) 5/8" I.D. WASHERS M ¢ W14 3 5/8" A 3 1/2" M DETAIL rwm-T TYP. "' 3/8" (N.S. & F.S.) EEL OVER 16" HIGH) 1/4" (N.S. & F.S.) DETAIL` rGS__I� 1�1� ANCHOR BOLT SHIPPING REQUIREMENTS ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY CANOPY 1-1/8" x 36" LONG 40 HARDWARE LIST BREAK -DOWN (REFERENCE ONLY) ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY TC1-TOP PLATE (10 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 40 WP2-BEAM SPLICE (12 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 72 WP2-BEAM SPLICE (12 PLACES) 6x1Ox1/4" PLATE 12 WA1T-CONNECTION (8 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 60 WAIT -CONNECTION (8 PLACES) 3x3x1/4x10" ANGLE 12 PH2O-CONNECTION (20 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 80 GS3- CONN ECTION (16 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 64 CANOPY SHIPPING STEEL HARDWARE MANIFEST QUANTITY DESCRIPTION QUANTITY SHIPPED PULLED BY CHECKED BY TRAILER # LOADED BY 316 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS PR, JOB N0, FINAL JOB NO, 21434 4 BM -2 W14x26 (44'-11 7/8") 12 (WP2) 6x10x1/4" PLATE RACETRAC PETROLEUM 4 BM -3 W14x22 (39'-11 3/4") EE::13x3x1/4x1O" ANGLE CORPORATION 12701 East Independence U. S. 17 - 92 4 BM -4 W14x22 (23'-11 3/4") CANOPY SHIPPING MANIFEST TOP PLATE BASE PLATE PLATE DRAINS W/S & CONDUIT VENT 5 BM -1 W18x50 (37'-0") REVIEW PLANS do QETAILS PRIOR TO INSTALLATION. PR, JOB N0, FINAL JOB NO, 21434 4 BM -2 W14x26 (44'-11 7/8") INSTALL INSTALL BEAMS ACCORDING TO MARKED END #'S ON ROOF PLAN. RACETRAC PETROLEUM 4 BM -3 W14x22 (39'-11 3/4") BEAM OVERHANG IS 4" LONGER ON RIGHT HAND END OF CANOPY, CORPORATION 12701 East Independence U. S. 17 - 92 4 BM -4 W14x22 (23'-11 3/4") IF APPLICABLE, SAME APPLIES FOR BEAM OVERHANG AT TEE. 4 BM -5 W14x26 (49'-11 7/8") THIS IS TO ALLOW FOR DECK PANEL GROWTH. Mlottthewss, NC 28106-1375 SANFORD, FL SEMINOLE COUNI�Y 8 BM -6 W6x9 (11'-11 5/8") 6 BM -7 W14x22 (11'-10 1/2") INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF Phone: 704 682-1500 SCALE: j/8"=1' -O" IN ACCORDANCE 5 COL 1,3,5,7,9, TS 10x1Ox5/16" (20'-7") DRAWN BY: LJM APPLICABLE SAME APPLIES FOR TEE. WGtts: (800) 526-5589 5 COL 2,4,6,8,10, TS 1Ox1Ox5/16" (20'-8") A CHK'D BY: 122 SIDE OUTRIGGERS 36 END OUTRIGGERS 1 -LOT HARDWARE These prints are the property of McGee Corp.. CANOPY 44'-0 " x 159,- 8" ERECTION NOTES: REVIEW PLANS do QETAILS PRIOR TO INSTALLATION. PR, JOB N0, FINAL JOB NO, 21434 DRAWING NO. P021434B INSTALL INSTALL BEAMS ACCORDING TO MARKED END #'S ON ROOF PLAN. RACETRAC PETROLEUM BEAM OVERHANG IS 4" LONGER ON RIGHT HAND END OF CANOPY, CORPORATION 12701 East Independence U. S. 17 - 92 IF APPLICABLE, SAME APPLIES FOR BEAM OVERHANG AT TEE. THIS IS TO ALLOW FOR DECK PANEL GROWTH. Mlottthewss, NC 28106-1375 SANFORD, FL SEMINOLE COUNI�Y INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY , IF Phone: 704 682-1500 SCALE: j/8"=1' -O" IN ACCORDANCE DRAWN BY: LJM APPLICABLE SAME APPLIES FOR TEE. WGtts: (800) 526-5589 DATE: 9 20 99 WITH REV. LETTER: A CHK'D BY: SEE ROOF PLAN FOR PROPER SLOPE AND HOW SLOPE IS ACQUIRED, SEE FASCIA DETAILS WHICH ALSO REFERS BACK TO GENERAL NOTES These prints are the property of McGee Corp.. CANOPY 44'-0 " x 159,- 8" FOR OUTRIGGER SPACINGS. Reproduction or reuse is *BP FASCIA ONLY* START FASCIA AT LEFT END - SEE DIMENSION FOR LOCATION OF FIRST T4 PANEL. prohibited without writtenp permission. ROOF PLAN & DETAILS SHEET NO. 3 OF. 6 51-3 100 0 I I r N 1 0 I iv I BLDG. ...... ...... ...... ...... ...... ...... ...... ...... ...... O O O O O O O O O O O O O O O O O O O O (40) SCOTfSDALE RECESSED MOUNTED LIGHT FIXTURES — -- — . T_ . — — . — . — . v-------- -------- . .— . — . — — . — . — . — — . — . — — . — . — . — — .----- -10" ___-_ . __� —10" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" ' 16'-0" 16'-0" 7'-10" 159,—B" STATE RD. 15 & 600 CANOPY LIGHTING LAYOUT b 2'-6" (MIN.) #8x3/4 MODIFIED TRUSS HEAD TRIM 109—\ O 10 PRE -FABRICATED Y = OUTRIGGER HEIGHT #100/4 TEK 1 1/2" x 1 1/2" x 1 1/2" "Z" 1'-6" 3'-0'31-01,2 '-0 " OUTRIGGER MADE w/ 1 1/2"x18 GA. ANGLE w 3'-61# 2t-61# 3'-8" 2'-811 3'-9" AND 1 1/2" n Z it 1/2" j 3'-0" LONG BEAD McGEE BEAM CLIP 0 32" O.C. (w/ WIND #10x1/2 TEK BOTH FACES ONE FACE NORMAL TO BOLT AXIS w OF OF GLUE BESIDE LOADS 0 100 MPH &OVER) OF HEAD TO END OF BOLT) a x THAN 1:20 FROM NORMAL TO THE OUTRIGGER AFTER ER CASE HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) 2"x3" ANGLE 18 GA. BOLT AXIS OUTRIGGERS SPACED ACM INSTALLATION w R II (SEE NOTE BELOW) — 0 48" O.C. (w/ WIND r I USED) USED) D OUTRIGGERS SPACED g UP TO AND FLANGE AS WHILE CONTINUOUS j 0 32" O.C. (w/ WIND OUTRIGGER NOT SHOWN OVERFLOW INTO POSITION AS FLANGE. THEN PROCEED TO TURN SET SIL-PRUF CAULK x 1/2 TURN LOADS 0 100 MPH & OVER) �pR�F' #10x1 /2 TEK — V) SHOWN. II w Ir w � OUTRIGGERS SPACED 7 ---CONTINUOUS GUTTER 0 48" O.C. (w/ WIND _ OVER 4 SIL-PRUF CAULK LOADS BELOW 100 MPH) REQUIRED. CAULKING SHALL MATCH METERS BUT BUT NOT EXCEEDING 1/2 TURN 2/3 TURN 1 1/2" x 1 1/2" ANGLE DECKING DECKING. n, • 3 #8x1 /2 SHEET NOTE # 3 4) IF REQUIRED PAINT OVERFLOW V-10 1/16" b q NUT ROTATION ) REGARDLESS IS TO THE ELEMENT ) IMINUS NG R30D METAL SCREW TO MATCH DECKING. DECK 2'-0n b. SEE NOTE #TVSEE 00 DEGREES, FOR #12x1 TEK w/ NEOPRENE WASHER R •- MINUS 45 DEGREES. COSMETIC CAULK r- B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. DETAIL NOTE: MUST NOTCH GUTTER AS SHOWN (1/2" WIDE x 1 1/2" DEEP) FOR A.C.M. AT PANFORM ENDS DO NOT NOTCH A.C.M. TO FIT OVER GUTTER X = A C.M. HEIGHT, Y = OUTRIGGER HEIGHT 2'-6" 1'-6" 3'-0'31-01,2 '-0 " 3'- 2" 21-2## 3'-61# 2t-61# 3'-8" 2'-811 3'-9" 2'-9" 4'-0" 3'-0" GUTTER 3"J , 6" r^ R ENCLOSURE cV n „ .032 ALUM.x1 1/4"x1 1/4"x9" LONG ANGLE 1 1/2 x1 1/2 USED TO STRENGTHEN ENCLOSURE. 18 GA. ANGLE (SEE ATTACHED TO ENCLOSURE AND PERIMETER NOTE TO THE LEFT) GUTTER WITH (2) #8x1/2 SHEET METAL �jt r SCREWS. ANGLE LOCATED 24" O.C. DETAIL rFD� #8x3/4 MODIFIED TRUSS HEAD (PAINT TO MATCH A.C.M.) 03-16- 99 SIDE #8x3/4 MODIFIED TRUSS HEAD #10x3/4 TEK R 80. TRIM 109 1 1/2" x 1 1/2" x 1 1/2" "Z" r� 5/b;' 10 Ld 1/2" PRE -FABRICATED n OUTRIGGER MADE 12 LONG BEAD w/ 1 1/2"x18 GA ANGLE OF GLUE BESIDE AND 1 1/2" "Z" =OUTRIGGER HEIGHT 2'-6" 1'-6" OUTRIGGER AFTER ACM INSTALLATION 2'-0" 3'-2" 2'-2" S-6" } 31-8p# 21- 8„ OUTRIGGERS SPACED 2'-9" I II 1) PRIOR TO GUTTER INSTALLATION McGEE BEAM CLIP 0 32" O.C. (w/ WIND #10x1/2 TEK BOTH FACES ONE FACE NORMAL TO BOLT AXIS w GP RITMF UT ET LOADS 0 100 MPH &OVER) OF HEAD TO END OF BOLT) a x THAN 1:20 FROM NORMAL TO THE JP�\�� ER CASE HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) START END OF PANELS BOLT AXIS OUTRIGGERS SPACED BOLT AXIS (BEVELED WASHER NOT w R II (C'P-1hFLANGEMcGEE 0 48" O.C. (w/ WIND USED) USED) D CLIP VERTICAL, LOADS BELOW 100 MPH) UP TO AND FLANGE AS WHILE CONTINUOUS j REV 11-31-95 OUTRIGGER NOT SHOWN OVERFLOW INTO POSITION AS FLANGE. THEN PROCEED TO TURN SET SIL-PRUF CAULK 1/3 TURN 1/2 TURN 2/3 TURN SHOWN. 1 1/2" x 1 1/2" ANGLE PERIMETER X —=A -C. M. HEIGHTY =OUTRIGGER HEIGHT 2'-6" 1'-6" S-0" 2'-0" 3'-2" 2'-2" S-6" 2'-6" 31-8p# 21- 8„ 3'-9" 2'-9" 4, -On 3,-O„ 1'-10 1/16" #8x1/2 SHEET / METAL SCREW 3'-31# 00R DECK JSEE DETAIL CP3 #12x1 TEK w/ NEOPRENE WASHER r- 04 00 COSMETIC CAULK GUTTER J/ 3" 6" ENCLOSURE Z (V 032 ALUM.x1 1 /4"x1 1/4"x9" LONG ANGLE DETAIL KFD2 USED TO STRENGTHEN ENCLOSURE. 03-16-99 END ATTACHED TO ENCLOSURE AND PERIMETER GUTTER WITH (2) #8x1/2 SHEET METAL SCREWS. ANGLE LOCATED 24" O.C. #60/4 MODIFIED TRUSS HEAD y- - W MAIN FRAME (PAINT TO MATCH A.C.M.) 3" DECK PAIN— 11 GA. STEEL iRi TOP & BOTTOM VIEW 3/8.0 SET SCREW LOCK NUT I. O CN tz r1/32- CLAMPING SURFACE r7 WM COPIED FROM SPECIFICATION for STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS TURN OF NUT TIGHTENING: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION & BROUGHT TO A SNUG -TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHI1N 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. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE. DURING THE TIGHTENING OPERATION, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. (Std.) 2" x 2" x 1/8" x 36" Lg. Ealy. Stl. Angle (16" Cols. or Greater) 2" x 2" x 1/8 x 48" Lg. Galy. Stl., Angle Step 1 Attach a support bracket on each side of the column to support the cut rib of deck. Keep bracket at least 12" away from column to allow room to seal around column. (Typ. all columns) Step Use McGee beam clip as shown to secure and support. DETAIL -A- REV.2 02-18-00 PURLIN BEAM 3 5/8"x20 GA. CONT. DRYWALL \ STUD USE McGEE BEAM CLIP TO ATTACH TO PURLIN BEAM & USE #12x1 TEK 0 24" O.C. TO CU BEAM CUP \ ATTACH TO DECK PANEL. I I I I \ NOTE: CANOPY BEAM CUPS MUST BE n \I OTF# INSTALLATION NOTES: INSTALLED ON BOTH SIDES OF THE 3 DECK PANEL DISPOSITION OF OUTER FACE OF BOLTED PARTS 1 ArfACHINC THE 1stFOUR(4) DECK PANELS ON BOTH ENDS OF (THE \ CANOPY. ALL OTHER LOCATIONS / BOLT LENGTH SIDE VIEW \ ALTERNATE SIDES OF PURLIN. - 1) PRIOR TO GUTTER INSTALLATION McGEE BEAM CLIP (UNDER SIDE BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE GP RITMF UT ET REMOVE MATERIAL AS SHOWN. OF HEAD TO END OF BOLT) NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE BEAM CLIP (TYP) ER CASE HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) START END OF PANELS BOLT AXIS THAN 1:20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT SEE NOTE # 2 R 2) USING #10x3/4" TEK SCREWS, (C'P-1hFLANGEMcGEE BEAM CLIP AND CLAMPINGASURFACE UNDER DECK RIB. BEAM TOP C IPWITH PUSHCLIP AGAINST DECK AND SCREW AND BAM FLANGE WITH USED) USED) AS FAR ON BEAM POSSIBLE. CLIP VERTICAL, ATTACH PLASTIC EMERGENCY UP TO AND FLANGE AS WHILE KEEPING BEAM TURN SET REV 11-31-95 OUTRIGGER NOT SHOWN OVERFLOW INTO POSITION AS FLANGE. THEN PROCEED TO TURN SET INCLUDING 1/3 TURN 1/2 TURN 2/3 TURN SHOWN. 4 DIAMETERS PERIMETER GUTTER 3) CAULK AROUND OVERFLOW AS OVER 4 REQUIRED. CAULKING SHALL MATCH METERS BUT BUT NOT EXCEEDING 1/2 TURN 2/3 TURN 5/6 TURN DECKING DECKING. 8 DIAMETERS " NOTE # 3 4) IF REQUIRED PAINT OVERFLOW q NUT ROTATION ) REGARDLESS IS TO THE ELEMENT ) IMINUS NG R30D TO MATCH DECKING. FOR BOLTS INSTALLED BIYE1/22 URN AND EESS, THE TOLERANCE SHOULD BE PLUS OR SEE NOTE #TVSEE ASTIC OVERFLOW DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES. B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. DETAIL 69B REV. 05-19-97 (Std.) 2" x 2" x 1/8" x 36" Lg. Ealy. Stl. Angle (16" Cols. or Greater) 2" x 2" x 1/8 x 48" Lg. Galy. Stl., Angle Step 1 Attach a support bracket on each side of the column to support the cut rib of deck. Keep bracket at least 12" away from column to allow room to seal around column. (Typ. all columns) Step Use McGee beam clip as shown to secure and support. DETAIL -A- REV.2 02-18-00 PURLIN BEAM 3 5/8"x20 GA. CONT. DRYWALL \ STUD USE McGEE BEAM CLIP TO ATTACH TO PURLIN BEAM & USE #12x1 TEK 0 24" O.C. TO CU BEAM CUP \ ATTACH TO DECK PANEL. I I I I \ NOTE: CANOPY BEAM CUPS MUST BE n \I INSTALLED ON BOTH SIDES OF THE 3 DECK PANEL / PURLIN DECKING BELOW 2 3/8" PURLIN ArfACHINC THE 1stFOUR(4) DECK PANELS ON BOTH ENDS OF (THE \ CANOPY. ALL OTHER LOCATIONS / SIDE VIEW \ ALTERNATE SIDES OF PURLIN. - McGEE BEAM CLIP DETAIL MATERIAL: 11 GAUGE PLATE, ASTM A526 CQ (GALVANIZED); BEAM CLIP (TYP) CASE HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) START END OF PANELS SEE DETAIL TO THE RIGHT DETAIL (C'P-1hFLANGEMcGEE BEAM CLIP AND CLAMPINGASURFACE UNDER DECK RIB. BEAM TOP C IPWITH PUSHCLIP AGAINST DECK AND SCREW AND BAM FLANGE WITH SET SCREW AS FAR ON BEAM POSSIBLE. CLIP VERTICAL, DETAIL 52 FLANGE AS WHILE KEEPING BEAM TURN SET REV 11-31-95 SCREW TO SNUG TIGHT WITHOUT BURROWING INTO STEEL BEAM FLANGE. THEN PROCEED TO TURN SET REV. 5 7-7-97 SCREW 3/4 TURN (270'). TIGHTEN LOCK NUT MAKING SURE THAT BEAM CLIP REMAINS IN POSITION. PURLIN BEAM \ BEAM CUP (TYP) I 2 1/2" x16 GA. CONT. DRYWALL— STUD USE McGEE BEAM CLIP TO I ATTACH TO PURLIN BEAM 0 OPPOSITE SIDE of BEAM DECK CLIP & USE #12x1 TEK 0 24" O.C. TO / ATTACH TO DECK PANEL (TYP 3DECK RIB) NOTE: CANOPY BEAM CLIPS MUST BE / „ INSTALLED ON BOTH SIDES OF THE 3 DECK PANEL \ PURLIN, ATTACHING THE 1st FOUR(4) DECK PANELS ON BOTH ENDS OF THE / CANOPY. ALL OTHER LOCATIONS \ \ ALTERNATE SIDES OF PURLIN. / FINISH END OF PANELS DETAIL rCP_3_� REV. 5 7-7-97 ALL 6E opor 06C 9L? EpGES NYREvi/ INTO W AN GSW �AULG. KITO �LI. OT O gloC p�(G� G RI( ON GEp 5E R N PE E 6NT0 wo of TN I PROPpE G� REAPLL�E N�GOf�R PP (INoR SLR Of GRAN �LLI�ETER F GO��ER pER TOE Oitl TN R OFF ' AIA 45' DETAIL C16 REV. 02-24-98 PERIMETER GUTTER CORNER ASSEMBLY QUI PREVENT WToo LIP,,P NOT ALQh T6L AC OrF qu N A� F°�F %Llo"iTT N TNR AppRo°F QU A� RF °°F ALTs k /ZR � TO o�p° TFR LAP, W� p�FRFR ONqp RID leg sg °URF DETAIL C1 REV. 02-24-98 t� 6E E 51�RUF DGES ENS RECo G 0 IN 0W AN 60 ING• IN AL ULA AOS TO AL. 0A 1_.a0 2P 3 P°P Rry FT POP RjVFTS SIS IN eon°F N AQF SIDS ELEVATION END ELEVATION (FASCIA) 14'-0" 16'-0" `~ 14'-0" ENGLERT, 24 GAUGE SERIES 2000 SLAT GRAY CL COL CL COL KYNAR STANDING SEAM ROOF FURNISHED & INSTALLED BY OTHERS GALVANIZED STEEL TRUSS SYSTEM FURNISHED & INSTALLED BY MCGEE 12 �4 1 I 48" CASTLE GRAY A.C.M. FASCIA " O O V ¢ W/ 11" DECAL (8" TOMATO RED m `O W/ 1 1/2" WHITE STRIPE TOP & BOTTOM) owl Z (RACETRAC LOGOS NOT SHOWN) j P:- Lcu:) V)V)Q r- 80 raa w¢w �3 END ELEVATION city of Sanford Modal 00d0s in offed: UtIlljing CMe '1991 ed. odo '199*1 ed. glamlAW Plumbing 0 ' .10 A , ode 1997 ad. SANFORD BUILDING DEPT, THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE To PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. 0� SAmFORD 0