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"1 n n 111 /A" 111 " 111 "A" 111 /A" <br />C2 <br />C2 <br />C- <br />- -� <br />- <br />*C2 - —i <br />- <br />- --� <br />.0" (4) PANELS AT 124" = 48'-0" <br />9'-0' II'-0" II'-0" 9'-0" 51-31 <br />- <br />11 <br />C2 <br />10'-01, Y-011 <br />2'-9" <br />20GA. STEEL <br />FASCIA GUSSET <br />M 6 48" C/C <br />tom-- in 5/54 <br />LINE OF BUILDING FRAME <br />W/0 REGARD TO VENEER <br />e -- - 3/54 <br />v <br />GUTTER <br />1155 3/S5 ENDCAP <br />� 8 <br />C1 TRIM CHANNEL <br />07 �'R TO FIT W/ FLASHING <br />ci _ i7 (TYP BLDG ONLY) x@H09 <br />e <br />- �g4 4/54 m _ — <br />v- <br />11 5mw C 1 <br />SGI i'ER II'-0" 91-0" 3�q I GUTTER <br />ENOCAP\ <br />YELLOW <br />LSECT <br />0 W— <br />e a Ci C1 C1 C1 C1 Ci C1 C1 C1 C1 <br />- - - - - - - - - - - - - 2& a <br />z z <br />e :r YRIA <br />r t2 IF ® 1 I I © © al © 3 F <br />® ® ® <br />Bl1LLNOSE ASSY O ® O <br />TYP (2) PLACES <br />b SPACES AT ll'-0" = bV-0" (C/C COLUMNS) I 2'-011 <br />(8) PANELS AT 12'-0" , %'-011 4'-011 I I 1 3'-0" <br />POSITION SCUPPER DRAIN <br />1/2" X 1 1/2" A-301 <br />BOLT W/NUT 4 <br />(2) WASHERS <br />(8 PER SPLICE) <br />2 <br />/_ZEE PURLIN <br />1 <br />FURLIN SPLICE DETAIL 51 <br />1/L11 1'-011 <br />i `: AILLNG C3 i LOi IDA BUU-D�IC] <br />- v 1_0D �,;\AT[O; J.' i ,_' :TMCCODEAN;' <br />L'Le►? : '.4-PT A <br />R VErJ Cj�` OFZ PI —SC:DNANCE <br />BETWEEN STALLS AT 30' AWOLE <br />20GA. STEEL IFROM PLACE5aUN TYPICAL r1a� <br />FASCIA GUSSET �, ►%r <br />a S" C/G <br />us <br />n► <br />e9 'r <br />a <br />0 <br />2'-2 1/2" <br />y <br />NOW <br />NIL <br />-. ,, ,, Vo e <br />(D <br />SPACES13 O qCOLUMNS) <br />3'-0" <br />2'-2 1/2" <br />r <br />POSITION OVEMOW DRAI4LAN <br />VIEW <br />EVERY FIFTH STALL AT 30' <br />ANGLE FROM COLUTI ON <br />HIGH SIDE <br />© VENTAIRE CORPORATION, 1999 <br />DATE: 10-5-04 <br />NO. REVISIONS <br />DATE BY PRODUCT DESCRIPTION y11/ j� �► �� VENTAIRE <br />�����% ��.��. �CORPORATION , 4p4' <br />(800) 324-5874 <br />SCALE: 3 32' = 1'-0" <br />/ <br />2 <br />M; . PHOI <br />SONIC CANOPIES <br />ALL RIGHTS RESERVED, REPRODUCTION <br />DRAWN BY: RLA <br />3 <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, FL <br />BEAM SCHEDULE <br />MARK <br />DESCRIPTION <br />LENGTH <br />Zl <br />ZSX25X14GA <br />31'-81/1" <br />Z2 <br />Z8X2.5X14GA <br />31'-4" <br />Z3 <br />ZSX2.5X14GA <br />20'-81/2" <br />Z4 <br />Z12X3.5XI4GA <br />36'-0" <br />Z5 <br />ZSX25X14GA <br />34'4" <br />Z6 <br />Z8X2.5XI4GA <br />15'-8 3/8" <br />Z1 <br />ZSX25XI4GA <br />18'-4 3/8" <br />Z8 <br />Z12X3.5XI4GA <br />26'-0" <br />ZS <br />Z12X3.5X14GA <br />21'-2" <br />ZIO <br />ZI2X3.5X14GA <br />21'-2" <br />Zll <br />Z12X3.5X14GA <br />26'-O" <br />Z12 <br />Z12X3.5XI4GA <br />26'-0" <br />ZI3 <br />24.5X14GA <br />31'-4" <br />BI <br />W6XIB <br />8'-0" <br />E32 <br />WbX5 <br />12'-811 <br />E33 <br />W6X9 <br />3'-9" <br />54 <br />W6X9 <br />8'-411 <br />55 <br />W6X12 <br />8'-411 <br />COLUMN SCHEDULE <br />ALL COLUMNS <br />6" X 4" X 3/16" <br />DESIGN CRITERIA <br />FBC = 2001 (2003 UPDATE)/ <br />ROOF L.L. = 20 PSF <br />WIND SPEED =110 MPH <br />EXPOSURE = 'C' <br />FOUNDATION DESIGN BASED ON MINIMUM <br />ALLOWABLE SOIL BEARING PRESSURE <br />OF 2,000 PSF <br />NOTES <br />1. CAULK CONTINUOUSLY AROUND ALL FASCIA <br />GUTTER, CENTER GUTER, 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/A572 <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 />jr <br />PROFESSIONAL OF RECORD /W4 <br />471530 AVTULSA, 0 LA OK <br />4147-1530 REF. FILE N0. <br />18 622-1191 13228-1R00 <br />JOB NO. 13228 SHEET NO, <br />QUOTE NO. A-3934 1 OF 5 <br />