The URL can be used to link to this page

Home My WebLink Aboutdrawing (3)p GENERAL NOTES 56,_ 0 - J DECK of 1 i j L11 /2 /2 /$ L1 /gx1 /gx16GA _ 63 ,-0 46 ,-0 4 _ _0 x11 x1 OUNDA11 S: 7 FASCIA BRACE C�4'-Oo c w / / � � e THE SOIL BEARING VALUE SHALL NOT BE LESS THAN 2000 c3 - 1 0 5 4'-0 1 -0 7 G TIE TRACK PSF. THE BEARING VALUE SHALL BE VERIFIED BY THE G.C. FOOTINGS SHALL BEAR IN UNDISTURBED SOIL. ALL T/FOOT. N B MAIN BEAM 3mm ACM ELEVATION ARE TO BE THE SAME UNLESS SHOWN OTHERWISE. FASCIA __ 1 /2 LIP IF ELEVATIONS ARE NOT THE SAME, CHAPMAN CANOPIES _ � L1 x1 x /g , MUST BE INSTRUCTED OF ELEV. S IN WRITING WHEN CANOPY ORDER IS PLACED. FOOTINGS DESIGN COMPLIES W/ACI-318. 01 W1 8x35 1 GUTTER E REINFORCING STEEL- �n ® _ I � ALL DEFORMED BARS SHALL COMPLY w/ASTM A615 FY=60 AND TY /s cfl _ SHALL BE WIRE TIED AT ALL JOINTS. RUSTY, OILY, OR DIRTY STEEL I 1 1 1 1 I I E 00 SHALL NOT BE USED. 1 I 1 ANCHOR L x35 STAGG. DECK FASCIA TO BE CLIPS PURLIN 24 GA SCUPPER ANCHOR BOLTS MUST BE INSTALLED WITH A TEMPLATE 3mm A.C.M. L13/gx1s/gx16GA TO MATCH GUTTER AND WITHIN 1/8-INCH OF MEASUREMENTS OF THE BASE AROUND ENTIRE CANOPY RIVET TO GUTTER PLATE OR COLUMN WILL NOT FIT. CONCRETE CONTRACTOR i 1 1 I I I I 1 IS RESPONSIBLE FOR RECESSING FOOTINGS 10 - INCHES I I I I I I I 1 I FLAT PAN DECK L1 1/2x1 1/2x1 /g BELOW FINISH GRADE AND FOR EXTENDING ANCHOR BOLTS ORDER FOR CANOPY TO 0 0 SCUPPER 5 - INCHES ABOVE FOOTINGS IN 18x5 02 a ERECT PROPERLY. ANCHOR BOLTS SHALL BE ASTM F1554 P162CK � GA 7" GUTTER (PERIMETER) eQ GRADE 36. co I cv I I I 1 I 1 to I cv 1 '- CONCRETE: I D 1 1 1 1 1 I x I I SECTION rB FIN. DRIVE LEVEL •- - 3 - ALL CONCRETE SHALL BE 3000 PSI IN 28 DAYS, ALL CONC. TYPI AL RID ING �/g SHALL BE PLACED IN ACCORDANCE WITH ACI-318. 1 x35 L1 /2x 1 /2x I I I I I I I I L1 1/ x11/ x1j W16x26 STRUCTURALEL: I 1 2 2 s AT EACH PURLIN ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH I 1 I 1 I 4-6/ DIA. A324N 8 AISC SPECIFICATIONS. -SHAPES SHALL BE ASTM A992. i TYP. 1 i 1 1 L1/ 1/ / MISCELLANEOUS STEEL, PLATES, ANGLES, AND CHANNELS ARE TO BE ASTM A36. HSS SHAPES SHALL BE ASTM A500 GR. C. SCHEDULE I DIMENSIONS:FOOTING LxWx� #4 STEEL MAT II #5 STEEL MAT OM 'III #6 STEEL MAT TOP AND B OM INS _.. II r 1 I • •' • PLACEDALL STEEL SHOWN IS TO . ,. BE EACHWAY. V8 2x 2x s PROOF OF WELDERS CERTIFICATION SHALL BE AVAILABLE 1 BRIDGING TYP. ON REQUEST. ALL BOLTS SHALL BE IN ACCORDANCE w/ASTM A325. OTHER CONCRETE S: OTHER CONCRETE ITEMS SUCH AS DRIVE THRU SLAB, BUILDING SLAB, PERIMETER FOOTING AND LOAD BEARING FOOTINGS NOT USED FOR THE CANOPY ARE TO BE AT THE SAME ELEVATION UNLESS SHOWN OTHERWISE. IF W18x35 ELEVATIONS ARE TO VARY, CHAPMAN CANOPIES MUST BE INSTRUCTED OF ELEVATIONS IN WRITING WHEN ORDER IS PLACED. 46'-0 SECTION( 0 E FOUNDATION NOTE. _ FOOTINGS PROVIDED BY CUSTOMER. CHAPMAN CAN. IS NOT 1N ,F _F5 RESPONSIBLE OR LIABLE FOR THE USE OF EXIST. FOOTINGS. r _ >- I ,,,,y NOTE: THIS CANOPY IS DESIGNED PER ASCE 7-16 STRUCTURE LOADS SEE FIG. 27.3-4, UNBALANCED WIND LOAD HS..... 0x % � HSS10x1ox / ' CODE REFERENCE ` '--- TOP MAT (SEE SCH.) 2017 FLORIDA DE 1 � ,�'�' 6th EDITION w CASE A 1.20(53.03) 13.26 .30 ' I DEAD LOAD 4.0 PSF 1606.1 #4 EA. CORNER CASE B BOTTOM MAT (SEE SCH.) LIVE LOAD 20.0 PSF LWI APP. RED. 1607.12.2.l SNOW LOAD 1.0 PSF + DRIFTS ASCE 7 16 PART 7.0 WIND SPEED 159.0 MPH 3 SEC. GUST 49.1 PSF ASCE 7 PART 26-29 CATEGORY 11 Iw 1.0 EXP. C VERT. ROOF PRESSURE Case A Cnw Cnl Case B Cnw Cnl ASCE 7 FIG. 27.3-4 * CLEAR WIND FLOW 1.20 53.03 .30 13.26 -1.10 -48.61 -.10 -4.42 5 _ 5 14 * PLACE ANCHOR BOLTS NOTES: HORIZ. FASCIA PRESSURE EXP. C 1 1 l l ON 14 IN. C/C Case A B Cfz Cfx ASCE 7 FIG. 29.3-1 1. THESE LOADS HAVE BEEN APPLIED TO STRUCTURE I I C M. FL3 GUSSETS EACH IN ACCORDANCE WITH ASCE 7-16, CHAPTER 2, 2.4.1 1.89 92.93 _ 1.87 91.62 _ -- _ /$ BASIC COMBINATIONS FOR ALLOWABLE STRESS t SIDE OF COLUMNS SEISMIC DATA ASCE 7-16 5 HSS10x1ox5/ 2. THESE STEEL MEMBERS HAVE BEEN SIZED BASED ON HSS10x10x /16 16 STEEL TUBE w/ 30 ASD, AISC 14th EDITION. SEISMIC DESIGN •2 SEC. SPECTRUM RESPONSE Ss 0.0560 FIG. 22.1 FOUNDATION PLAN BASE P-1 x18x1 6 L CATEGORY 1 SEC. SPECTRUM RESPONSE S1 0.0290 FIG. 22.2 4-1 /4 DIA. x 34 A.B 4 TAB. 11,6(1)(2) 11/2' NON -SHRINK GROUT 3. ANALYSIS OF THIS STRUCTURE HAS BEEN ACCOMPLISHED LONG PERIOD TRANSITION PERIOD TI 8 FIG. 22-14 SCALE 1/8 = 1'-0 UNDER BASE Pf -- -- (GROUT BY OTHERS) SOIFTWAREE LATEST GENERATION OF MATRIX BASED A RISK CATEGORY Il TAB. 1.5-1 TYP. 5 SEISMIC FACTOR le 1.00 TAB. 1.5-2 /1 s I I 4. COLUMN SLENDERNESS FACTORS ARE BASED ON SITE COEFFICIENT Fa 1,60 TAB. 11.4-1 PAVEMENT I i CHAPTER C, DIRECT ANALYSIS METHOD. Kx = 1.0 SITE COEFFICIENT Fv 2.40 TAB. 11.4-2 406.7.2 CANOPIES. I I Kz = 1.0 SITE CLASSIFICATION D TAB. 20.3-1 CANOPIES UNDER WHICH FUELS ARE DISPENSED SHALL HAVE A CLEAR, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13 FEET 6 a "' SEE PLAN 5. BASES ARE FIXED. SITE ADJUSTMENT COEFFICIENTSms 0.0896 E 11.4-1 i INCHES (4115 MM) TO THE LOWEST PROJECTING ELEMENT IN THE VEHICLE DRIVE -THROUGH AREA. CANOPIES AND THEIR �' SITE ADJUSTMENT COEFFICIENT, Sm1 0.0696 Eg. 11.4-2 SUPPORTS OVER PUMPS SHALL BE OF NONCOMBUSTIBLE MATERIALS, FIRE -RETARDANT -TREATED WOOD COMPLYING WITH CHAPTER • 23, WOOD OF TYPE IV SIZES OR OF CONSTRUCTION PROVIDING 1-HOUR FIRE RESISTANCE. COMBUSTIBLE MATERIALS USED IN OR z z #4 EACH CORNER DESIGN SPECTRAL RESPONSE SDS 0A598 EQ. 11.4-3 ON A CANOPY SHALL COM PLY WITH ONE OFTHE FOLLOWING: 3 3 DESIGN SPECTRAL RESPONSE SD1 0.0464 EQ. 11.4-4 g ® 6 / 6 / 03/$$ STIFF. NS & FS d WELDED TO BEAM W Ki s 10.30 12.8 ! 1. SHIELDED FROM THE PUMPS BY A NONCOMBUSTIBLE ELEMENT OF THE CANOPY, OR WOOD OF TYPE IV SIZES; o z X SEISMIC RESPONSE COEFFICIENT Cs 0.0199 0.0478 12.8.1.1 2. PLASTICS COVERED BY ALUMINUM FACINGHAVING A THICKNESS OF NOT LESS THAN 0.010 INCH (0.30 MM) OR w CORROSION -RESISTANT STEEL HAVING A BASE METAL THICKNESS OF NOT LESS THAN 0.016 INCH (0.41 MM). THE PLASTIC 1 BASIC STRUCTURAL SYSTEM - SEISMIC RESISTING SYSTEM SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN THE / FORM INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723 AND A SELF -IGNITION TEMPERATURE OF 650°F (343°C) i OR GREATER WHEN TESTED IN ACCORDANCE WITH ASTM D1929; OR SEE PLAN Z I I RESPONSE MODIFICATION FACTOR R 3.00 1 1.25 TAB. 12.2-1 %Q 1/4 L-J METHOD OF ANALYSIS - EQUIVALENT LATERAL FORCE V=CsW 12.8 1 3. PANELS CONSTRUCTED OF LIGHT -TRANSMITTING PLASTIC MATERIALS SHALL BE PERMITTED TO BE INSTALLED IN CANOPIES X ERECTED OVER MOTOR VEHICLE FUEL -DISPENSING STATION FUEL DISPENSERS, PROVIDED THE PANELS ARE LOCATED NOT LESS T C BASE SHEAR Ki s 21 .62 E 12.8-1 THAN 10 FEET (3048 MM) FROM ANY BUILDING ON THE SAME LOT AND FACE YARDS OR STREETS NOT LESS THAN 40 FEET (12 - 3 PREPARED BY: CARTER-MILLER-SANSING LTD. P.O.B 4324 MERIDIAN MS 39304 601-43-0601 16x26 Ga. 2 92 MM IN WIDTH ON THE OTHER SIDES. THE AGGREGATE AREAS OF PLASTICS SHALL BE NOT GREATER THAN 1,000 SQUARE 1YP}5---�- j = /4 FEET '93 M2 THE MAXIMUM AREA OF ANY INDIVIDUAL PANEL SHALL BE NOT GREATER THAN 100 SQUARE FEET (9.3 M2). j18 1 i4 STIFF I I ICTRD ON WELDEDTO COLUMN 406.7.2.1 CANOPIES USED TO SUPPORT GASEOUS HYDROGEN SYSTEMS. Digitally\, ANGLE I I ON 4 SIDES MANUFACTURER: 1 I 4-1 DIA. A325 BOLTS GASES ARE LOCATED ON THE I - I 2-EACH SIDE CANOPIES THAT ARE USED TO SHELTER DISPENSING OPERATIONS WHERE FLAMMABLE COMPRESSEDsigned b ROOF OF THE CANOPY SHALL BE IN ACCORDANCE WITH THE FOLLOWING: g y I I 5 GREGDA R. MILLER CHAPMAN CANOPY, INC. HSS10x10x /16 FLORIDA (CA 31480) 201 PATRICIA STREET/P.O. Box 3527/HUEYrowN, AL 35023 Gregory R FL REG. 50338 PHONE: 1-{205) 491-4845 1; THE CANOPY SHALL MEET OR EXCEED TYPE I CONSTRUCTION REQUIREMENTS. g y Miller °°oo00000oa000a®a0® CUSTOMER: DATE: ®° �� R °° 2. OPERATIONS LOCATED UNDER CANOPIES SHALL BE LIMITED TO REFUELING ONLY. 0 M/ ®®SPATCO Date. SECTION KD 1 a T ACCUMULATION OF HYDROGEN GAS. _ 4 6 `. p T ACC M . /15/2020 3, � r�E CANOPY SHALL BE CONSTRUCTED �N A MANNER THAT PREVENTS HE � 2020.05.13 a SOALE: NOTED DRAWN: ® � 0.050338 yk� 2/12j2o20 Q ® STATE OF ti o DATE: APPROVED BY: REVISED: 12:49:28®� �caaDP.. two LOCATION: A,31 ®®°®�S ��°oo 3207 INDUSTRIAL 27TH ST. -O5 OO FORT PIERCE, FL CARTER MILLER SANSING: -- °00000 00000Q DRAWING NO: DATE: 1 //20 CERTIFICATION 19317-014