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111 _u II, _" 11I //l" III /A" 111 T" <br />C2 <br />C2 <br />C2 <br />C2 <br />- -« <br />_ <br />_ —� <br />_ <br />_ <br />1'-0' <br />9'-0' <br />r <br />68'-01, <br />(4) PANELS AT 12'-0" = 48'-0' <br />II'-0" , - 9'-0" 9'-3' <br />C2 <br />I O <br />20GA. STEEL <br />/- FASCIA GUSSET <br />r� 0 46" C/C <br />h <br />LINE OF BUILDING FRAME <br />111/0 REGARD TO VENEER <br />Cl TRIM C144WEL <br />FIT <br />�1 _1 _ <br />(� P sW <br />FLASHIWj <br />cBLDG ONLY) O <br />4/54 m <br />II 5/$4 C1 <br />II'-0"?�5 a'-0" 364 I GUTTER- <br />T ENDCAP <br />Jc1 _ C1 _ c1 C1 c1 c1 c1 <br />�iTl 1 I <br />BULLNOSE ASSY OF <br />TYP (2) PLACES <br />INS <br />WMEWAN �-MAN <br />o �► o � o <br />POSITION SCUPPER DRAM <br />BETI EEN STALLS AT 30' ANGLE <br />20GA STEEL FFRROOMM COLUMN TYPICAL (1U <br />ES <br />FASCIA GU55ET <br />8" C/C <br />OO ® us <br />e <br />`* a 64IIL <br />e <br />2'-2 1/2' <br />BU'' NG D PT PROVED <br />� lYl <br />�t L71� y <br />�11-/JIII <br />4'-0" I I 3'--01"f/ <br />1/2" X 1 1/2" A-301 <br />BOLT W/NUT 4 <br />(2) WASHERS ZEE PURLIN <br />(8 PER SPLICE) <br />BEAM SCHEDULE <br />MARK <br />DESCRIPTION <br />LENGTH <br />ZI <br />784.5X14GA <br />31'-81/2" <br />Z2 <br />ZSX2.5XI4GA <br />31'-4" <br />Z3 <br />ZSX2.5X14GA <br />20'-8 1/2" <br />Z4 <br />Z12X3.5XI4GA <br />36'-0" <br />2 <br />1="� <br />1 <br />" <br />Z5 <br />784.5X14GA <br />34'-6" <br />Z6 <br />Z84.5X14GA <br />15'-8 3/8" <br />Z1 <br />Z8X25XI4GA <br />I6-4 3/8" <br />ZS <br />Z12X3.5Xl4GA <br />26'-0" <br />Z9 <br />Z12X3.5XI4GA <br />21'-2" <br />ZIO <br />Z12X3.5XI4GA <br />21'-2" <br />1 1 <br />ZIl Z12X3.5XI4GA 26 -0 <br />Zit Z12X3.5XI4GA 26'-0" <br />113 j5X14GA ,FURLIN SPLICE DETAIL Bukxc8-0II <br />1/211:1'-011 52 W6X9 <br />B3 W6X9 <br />54 W6X9 814" <br />55 uyoxo 8'-4" <br />COLUMN SCHEDULE <br />ALL COLUMNS 6" X 4" X 3/16" <br />DESIGN CRITERIA <br />FBC = 2001 (2003 UPDATE, , <br />ROOF L.L. = 20 PSF / <br />WIND SPEED =110 MPN K <br />EXPOSURE = 'C' <br />FOUNDATION DESIGN BASED ON MINIMUM <br />ALLOWABLE SOIL BEARING PRESSURE <br />OF 2,000 PSF <br />il� <br />E2 <br />ALL "C'pKSHL'.LLC,;,N;;-LYWITHALL <br />f'REX'AILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AN,- <br />CITY OFZEPHYRH!1LLS ORDINANCES <br />QN (aI\_ (A <br />- -_ <br />- <br />- <br />--- <br />—_ <br />-- <br />owl <br />�13711milk <br />,, <br />o r► - o �► o r► oo— <br />,, ,, <br />13 -. . . • <br />OO <br />Y-0" <br />2'-2 1/2" <br />POSITION OVERFLOW DRAII4 <br />PLAN VIEW <br />EVERT' FIFTH STALL AT 30' <br />ANGLE FROM COLUMN ON <br />WK,N SIDE <br />3/32' -11 _011 <br />© VENTAIRE CORPORATION, 1999 <br />DATE: 10-5-04 <br />N0. REVISIONS <br />1 <br />DATE 8Y rlr 434; <br />PRODUCT DESCRIPTION "" (� rr �r VENTAIRE . 4P.0 <br />� 1.1. CORPORATION <br />�en � �nw <br />(800) 324-5874 <br />SCALE: 3/32" = 1'-O" <br />2 <br />PH01 <br />ALL RIGHTS RESERVED. REPRODUCTION <br />DRAWN BY: RLA <br />3 <br />SONIC CANOPIES <br />FRAMING PLAN CUSTOMER HORIZON GENERAL CONTRACTORS <br />OR UNAUTHORIZED USAGE PROHIBITED. <br />4 <br />CHECKED BY: <br />5 <br />ADDRESS 7749 GALL BLVD. ZEPHYRHILLS, A <br />NOTES <br />1. CAULK CONTINUOUSLY AROUND ALL FASCIA <br />GUTTER, CENTER CUTER, POST COLLAR <br />ANGLE, COLUMN TRIM ANGLE, POST BOX, <br />AND OVERFLOW DRAIN. <br />2. ALL DIMENSIONS ARE OUT -TO -OUT <br />OF FASCIA GUTTERS. <br />3. ALL WELDED CONNECTIONS SHALL BE <br />E70 ELECTRODES. <br />4. ALL BOLTED CONNECTIONS SHALL BE <br />A307 BOLTS. <br />5. STRUCTURAL STEEL FOR Z-PURLINS <br />SHALL BE ASTM A607 Fy=57 KSI <br />6. STRUCTURAL STEEL FOR T-BEAMS <br />SHALL BE A572 (GR 50) OR <br />DUAL -CERTIFIED A36/A5 2 <br />7. ARROW INDICATES BEAM RUN DIRECTION. <br />8. ANCHOR BOLT MATT TO BE ASTM A307 <br />9. ALL DECKING MATERIAL TO BE ASTM A446 <br />GR. C <br />10. STRUCTURAL STEEL FOR COLUMNS SHALL <br />BE ASTM A500; Fy= 46 ksi <br />11. SPECIAL INSPECTION REQ'D. <br />a) STRUCTURAL STEEL <br />b) CONCRETE REINFORCEMENT <br />c) BOLTS IN CONCRETE <br />PROFESSIONAL OF RECORD <br />471530 AVTULSA, OK A.074174145 30 REF. FILE N0. <br />18 622-1191 13228-1R00 <br />JOB NO. 13228 SHEET NO. <br />QUOTE NO. A-3934 1 OF 5 <br />