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HomeMy WebLinkAbout7449 Gall Blvd (2)111 _u II, _" 11I //l" III /A" 111 T" C2 C2 C2 C2 - -« _ _ —� _ _ 1'-0' 9'-0' r 68'-01, (4) PANELS AT 12'-0" = 48'-0' II'-0" , - 9'-0" 9'-3' C2 I O 20GA. STEEL /- FASCIA GUSSET r� 0 46" C/C h LINE OF BUILDING FRAME 111/0 REGARD TO VENEER Cl TRIM C144WEL FIT �1 _1 _ (� P sW FLASHIWj cBLDG ONLY) O 4/54 m II 5/$4 C1 II'-0"?�5 a'-0" 364 I GUTTER- T ENDCAP Jc1 _ C1 _ c1 C1 c1 c1 c1 �iTl 1 I BULLNOSE ASSY OF TYP (2) PLACES INS WMEWAN �-MAN o �► o � o POSITION SCUPPER DRAM BETI EEN STALLS AT 30' ANGLE 20GA STEEL FFRROOMM COLUMN TYPICAL (1U ES FASCIA GU55ET 8" C/C OO ® us e `* a 64IIL e 2'-2 1/2' BU'' NG D PT PROVED � lYl �t L71� y �11-/JIII 4'-0" I I 3'--01"f/ 1/2" X 1 1/2" A-301 BOLT W/NUT 4 (2) WASHERS ZEE PURLIN (8 PER SPLICE) BEAM SCHEDULE MARK DESCRIPTION LENGTH ZI 784.5X14GA 31'-81/2" Z2 ZSX2.5XI4GA 31'-4" Z3 ZSX2.5X14GA 20'-8 1/2" Z4 Z12X3.5XI4GA 36'-0" 2 1="� 1 " Z5 784.5X14GA 34'-6" Z6 Z84.5X14GA 15'-8 3/8" Z1 Z8X25XI4GA I6-4 3/8" ZS Z12X3.5Xl4GA 26'-0" Z9 Z12X3.5XI4GA 21'-2" ZIO Z12X3.5XI4GA 21'-2" 1 1 ZIl Z12X3.5XI4GA 26 -0 Zit Z12X3.5XI4GA 26'-0" 113 j5X14GA ,FURLIN SPLICE DETAIL Bukxc8-0II 1/211:1'-011 52 W6X9 B3 W6X9 54 W6X9 814" 55 uyoxo 8'-4" COLUMN SCHEDULE ALL COLUMNS 6" X 4" X 3/16" DESIGN CRITERIA FBC = 2001 (2003 UPDATE, , ROOF L.L. = 20 PSF / WIND SPEED =110 MPN K EXPOSURE = 'C' FOUNDATION DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF il� E2 ALL "C'pKSHL'.LLC,;,N;;-LYWITHALL f'REX'AILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AN,- CITY OFZEPHYRH!1LLS ORDINANCES QN (aI\_ (A - -_ - - --- —_ -- owl �13711milk ,, o r► - o �► o r► oo— ,, ,, 13 -. . . • OO Y-0" 2'-2 1/2" POSITION OVERFLOW DRAII4 PLAN VIEW EVERT' FIFTH STALL AT 30' ANGLE FROM COLUMN ON WK,N SIDE 3/32' -11 _011 © VENTAIRE CORPORATION, 1999 DATE: 10-5-04 N0. REVISIONS 1 DATE 8Y rlr 434; PRODUCT DESCRIPTION "" (� rr �r VENTAIRE . 4P.0 � 1.1. CORPORATION �en � �nw (800) 324-5874 SCALE: 3/32" = 1'-O" 2 PH01 ALL RIGHTS RESERVED. REPRODUCTION DRAWN BY: RLA 3 SONIC CANOPIES FRAMING PLAN CUSTOMER HORIZON GENERAL CONTRACTORS OR UNAUTHORIZED USAGE PROHIBITED. 4 CHECKED BY: 5 ADDRESS 7749 GALL BLVD. ZEPHYRHILLS, A NOTES 1. CAULK CONTINUOUSLY AROUND ALL FASCIA GUTTER, CENTER CUTER, POST COLLAR ANGLE, COLUMN TRIM ANGLE, POST BOX, AND OVERFLOW DRAIN. 2. ALL DIMENSIONS ARE OUT -TO -OUT OF FASCIA GUTTERS. 3. ALL WELDED CONNECTIONS SHALL BE E70 ELECTRODES. 4. ALL BOLTED CONNECTIONS SHALL BE A307 BOLTS. 5. STRUCTURAL STEEL FOR Z-PURLINS SHALL BE ASTM A607 Fy=57 KSI 6. STRUCTURAL STEEL FOR T-BEAMS SHALL BE A572 (GR 50) OR DUAL -CERTIFIED A36/A5 2 7. ARROW INDICATES BEAM RUN DIRECTION. 8. ANCHOR BOLT MATT TO BE ASTM A307 9. ALL DECKING MATERIAL TO BE ASTM A446 GR. C 10. STRUCTURAL STEEL FOR COLUMNS SHALL BE ASTM A500; Fy= 46 ksi 11. SPECIAL INSPECTION REQ'D. a) STRUCTURAL STEEL b) CONCRETE REINFORCEMENT c) BOLTS IN CONCRETE PROFESSIONAL OF RECORD 471530 AVTULSA, OK A.074174145 30 REF. FILE N0. 18 622-1191 13228-1R00 JOB NO. 13228 SHEET NO. QUOTE NO. A-3934 1 OF 5 — — — — — — u 11 I - - _1 I - , I _jL_ -I 1_1 L I I - - - __ ___ _L_L__ "V, - ll171 Mww:flll!lvv,." , 1i__11 I I I_-___._ - . ___ - . __ - - - __ - __ - !n I (18) DECK PAN 'C' Mj_ -JIll LINE 0 COUNTER \-GUTTER FLASHING ENDCAP Nili it -7- .7--. 7_-_ .7 7:: TRIM TO PIT DECKING V BUILDING (43) 24GA C-12 DECK PAN '5' Illil" 11 11 (60) 24GA C- 12 PECK PAN 'A: I F 1. 7 ------ ------------- --------- ........ ------ -- milli Ljl__il'J_LLLI_1_J.1 LLL (141) 24GA C-12 DECK PANS 'A'(WHITE EM5T')) DECK PLAN 1/611oi-oll GUTTER ENDCAF Ilk 3h 0 be, OC411CN 44 (2) �qWsSIT 5GUFFER [DRAIN DETAIL FASCIA 3" X 4" INVERTED GUTTER OUTLET INSTALLED FROM BOTTOM OF GUTTER 4" X (oll 00-11 SCREW ( 6 X /8WHTITE E (2) EA SIDE OVERFLOW DRAIN [DETAIL cc LLIlk 6 S FOUNDATION PLAN 3/32" = 1'-0' INDIA 11/2 I 9' I 1ln' HOLES 1 in" 1/8" DIA ION 4In' 110' HOLES c I ON = c C 3' 4' In' E10 �S I/4 PL 3/4' X 7" X 1'-0' OFFSET BASE PLATE 4% 3'X5" 6 V2' I ln" ELEC ACCESS M 1/8" DIA 31 n' 5' jr,HOLES PL 3/4" X 1 ln" X 5 In' CORNER BASE PLATE (U TEAS (1) OPP 1OVABLE F. OJNER rE TO BE 12 X 11/4" T66X4 COLUMN (BY VENTAIRE) SCREWS EANS OF BASE REPENT PLATE PONENTS LE N rS� DRIVE PAVEMENT e° 4TIO SLAB'IL 4 .. °1 a -_ a _ lu rn -III III 3/4' X 24" ANCHOR d . d BOLT i(o)(p '3 TIES 12" C/C REBAR e A • d. e (6) 06 REBAR "3 TIES 12" C/C DRILLED )NCRETE- PIER PIER DET 3/4" = 1' -0" C-12 STEEL DECK (EMB'D) r vuLi*lCI 1 SEAL 3 5ECTION GRA -LOW MEL '8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) STAMPED STEEL BRACKET ® 481 C/C 08 X 3/4' PHILLIPS DRIVE PAN -HEAD SCREW (RED) 012-14 X P SELF - DRILLER W/ WASHER (3)PER BRACKET 7012-14 x 1" SELF - DRILLER W/ WASHER " EA PAN FASCIA GUTTER ILK MT z-PURLN C-12 STEEL DECK FA5CIA 5ECTION X 1 3/4" TAPCON REW a 24" C/C SEE ARCH. DRAWINGS FOR BUILDING DETAILS C-12 STEEL DECK (EMB'D) 1/4" X 1 3/4" TAPCON- SCREW a 24" C/G COUNTER FLASHING CON'T TRIM — CHANNEL VULKEM SEAL i 2" 4 5ECTION 3EE ARCH. DRAWINGS FOR BUILDING DETAILS CON' K r [c JAJ VARIES 1/4" X 1 3/4' TAPGON- SCREW is 24" C/C 12-14 X 3/4" SELF, DRILLER A 24" C/C C-12 STEEL DECK (EMB'D) COUNTER FLASHING CON'T TRIM CHANNEL VULKEM- SEAL 11° -. • -NOTCH 12" 5TYROFOAM BLOCK DETAIL 11/2"•I'-O" rELLOW HANNEL 5ECTION g4 11R": r-0' "8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) ATAMPED STEEL BRACKET ® 48' C/C '8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (RED) —N2-14 X I" SELF - DRILLER W/ WASHER EA PAN FASCIA GUTTER h2-14 X ," SELF - DRILLER W/ WASHER (3) PER BRACKET z FA5CIA 5ECTION 54 5EE ARCH. DRAWINGS FOR BUILDING DETAILS CON'T 3" X 12" X I" THK STYROFOAM, VULKEM N PLACE (TYP * EA DECKPAN 9 BLDG WALL) C-12 STEEL DECK h2-14 X 1" SELF - DRILLER W/ WASHER 60" C/C AND b" FROM EACH END i- "rR".1p.11lv¢w'S'.Hm 1,1"r,g1N---"-Lr'I 111=111 11' L' 1.1 1 1111 _ 1 _ L \I4 I Z8X2bXl4GA —\ 1/2" X 1 1/1" A-301 4 BOLT W/NUT a (2) WASHERS (4 REQ'D PER PLT) BOLTS FULLY SEATED IN BTM OF SLOT'D HOLE (DOWN SLOPE) SLOPE 1/8'/FT. IR1XIOX3/8 1 CANOPY SECTION Z84BX14GA 1/2' X 11/2" A-301 BOLT W/NUT 4 (2) WASHERS (4 REQ'D PER PLT) IEIXI0X3/8 IN TOP OF UPS LOT'D LTS FULLY SEATED C-12 STL DECK'G LDEGK CLIP (WHITE EMB'D) DETAIL T DET '1' C-12 STEEL — DECK (WHITE EMB'D) DET '1' OPPOSITE SLOPE 1/8"/FT, SLOPE 1/8"/FT. iY>3/16 COLUMN 2 CANOPY SECTION C-12 STL DEGK'G LDECK CLIP (WHITE EMB'D) DETAIL '2' T-BEAM Z-PURLIN COLUMN --------------------- 1 1/2" X 1 I/2" A301 6 1/2XI2X3/8 PLATE ' 1 BOLT W/NUT e (2) WASHERS (4 PER PLATE) I I I TYP-I/4-------------- 1 1 P 1 I I G-12 STEEL WHITE EMB'D DECKING 3 SECTION S5 1 V2"81'-O" DECK CLIP "1 n n 111 /A" 111 " 111 "A" 111 /A" C2 C2 C- - -� - *C2 - —i - - --� .0" (4) PANELS AT 124" = 48'-0" 9'-0' II'-0" II'-0" 9'-0" 51-31 - 11 C2 10'-01, Y-011 2'-9" 20GA. STEEL FASCIA GUSSET M 6 48" C/C tom-- in 5/54 LINE OF BUILDING FRAME W/0 REGARD TO VENEER e -- - 3/54 v GUTTER 1155 3/S5 ENDCAP � 8 C1 TRIM CHANNEL 07 �'R TO FIT W/ FLASHING ci _ i7 (TYP BLDG ONLY) x@H09 e - �g4 4/54 m _ — v- 11 5mw C 1 SGI i'ER II'-0" 91-0" 3�q I GUTTER ENOCAP\ YELLOW LSECT 0 W— e a Ci C1 C1 C1 C1 Ci C1 C1 C1 C1 - - - - - - - - - - - - - 2& a z z e :r YRIA r t2 IF ® 1 I I © © al © 3 F ® ® ® Bl1LLNOSE ASSY O ® O TYP (2) PLACES b SPACES AT ll'-0" = bV-0" (C/C COLUMNS) I 2'-011 (8) PANELS AT 12'-0" , %'-011 4'-011 I I 1 3'-0" POSITION SCUPPER DRAIN 1/2" X 1 1/2" A-301 BOLT W/NUT 4 (2) WASHERS (8 PER SPLICE) 2 /_ZEE PURLIN 1 FURLIN SPLICE DETAIL 51 1/L11 1'-011 i `: AILLNG C3 i LOi IDA BUU-D�IC] - v 1_0D �,;\AT[O; J.' i ,_' :TMCCODEAN;' L'Le►? : '.4-PT A R VErJ Cj�` OFZ PI —SC:DNANCE BETWEEN STALLS AT 30' AWOLE 20GA. STEEL IFROM PLACE5aUN TYPICAL r1a� FASCIA GUSSET �, ►%r a S" C/G us n► e9 'r a 0 2'-2 1/2" y NOW NIL -. ,, ,, Vo e (D SPACES13 O qCOLUMNS) 3'-0" 2'-2 1/2" r POSITION OVEMOW DRAI4LAN VIEW EVERY FIFTH STALL AT 30' ANGLE FROM COLUTI ON HIGH SIDE © VENTAIRE CORPORATION, 1999 DATE: 10-5-04 NO. REVISIONS DATE BY PRODUCT DESCRIPTION y11/ j� �► �� VENTAIRE �����% ��.��. �CORPORATION , 4p4' (800) 324-5874 SCALE: 3 32' = 1'-0" / 2 M; . PHOI SONIC CANOPIES ALL RIGHTS RESERVED, REPRODUCTION DRAWN BY: RLA 3 FRAMING PLAN CUSTOMER HORIZON GENERAL CONTRACTORS OR UNAUTHORIZED USAGE PROHIBITED. 4 CHECKED BY: 5 ADDRESS 7749 GALL BLVD. ZEPHYRHILLS, FL BEAM SCHEDULE MARK DESCRIPTION LENGTH Zl ZSX25X14GA 31'-81/1" Z2 Z8X2.5X14GA 31'-4" Z3 ZSX2.5X14GA 20'-81/2" Z4 Z12X3.5XI4GA 36'-0" Z5 ZSX25X14GA 34'4" Z6 Z8X2.5XI4GA 15'-8 3/8" Z1 ZSX25XI4GA 18'-4 3/8" Z8 Z12X3.5XI4GA 26'-0" ZS Z12X3.5X14GA 21'-2" ZIO ZI2X3.5X14GA 21'-2" Zll Z12X3.5X14GA 26'-O" Z12 Z12X3.5XI4GA 26'-0" ZI3 24.5X14GA 31'-4" BI W6XIB 8'-0" E32 WbX5 12'-811 E33 W6X9 3'-9" 54 W6X9 8'-411 55 W6X12 8'-411 COLUMN SCHEDULE ALL COLUMNS 6" X 4" X 3/16" DESIGN CRITERIA FBC = 2001 (2003 UPDATE)/ ROOF L.L. = 20 PSF WIND SPEED =110 MPH EXPOSURE = 'C' FOUNDATION DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF NOTES 1. CAULK CONTINUOUSLY AROUND ALL FASCIA GUTTER, CENTER GUTER, POST COLLAR ANGLE, COLUMN TRIM ANGLE, POST BOX, AND OVERFLOW DRAIN. 2. ALL DIMENSIONS ARE OUT -TO -OUT OF FASCIA GUTTERS. 3. ALL WELDED CONNECTIONS SHALL BE E70 ELECTRODES. 4. ALL BOLTED CONNECTIONS SHALL BE A307 BOLTS. 5. STRUCTURAL STEEL FOR Z-PURLINS SHALL BE ASTM A607 Fy=57 KSI 6. STRUCTURAL STEEL FOR T-BEAMS SHALL BE A572 (GR 50) OR DUAL -CERTIFIED A36/A572 7. ARROW INDICATES BEAM RUN DIRECTION. 8. ANCHOR BOLT MATT TO BE ASTM A307 9. ALL DECKING MATERIAL TO BE ASTM A446 GR. C 10. STRUCTURAL STEEL FOR COLUMNS SHALL BE ASTM A500; Fy= 46 ksi 11. SPECIAL INSPECTION REQ'D. a) STRUCTURAL STEEL b) CONCRETE REINFORCEMENT c) BOLTS IN CONCRETE jr PROFESSIONAL OF RECORD /W4 471530 AVTULSA, 0 LA OK 4147-1530 REF. FILE N0. 18 622-1191 13228-1R00 JOB NO. 13228 SHEET NO, QUOTE NO. A-3934 1 OF 5 imlu � �� � i i� ri Sri Ll (43) 24GA C-12 DECK PAN V (18) DECK PAN 'C' J LINE 6 \—GUTTER COUNTER ENDCAF FLASHING TRIM TO PIT DECKING -5- is BUILDING ow'01 ����� I II (60) 24GA C- 12 DECK PAN 'A' NX, GUTTER ENDCAP�� -L V A � k4jIcN lk,, k 44 (2) 4, TE ro L? IR I SCUPPER DRAIN DETAIL FASCIA 3m X 4" INVERTED GUTTER OUTLET INSTALLED FROM BOTTOM OF GUTTER 4H X (oll iA ---6CUFPER W-16 X 1/8 TEK / SCREW (WHITE>---/ (2) EA SIDE OVERFLOW DRAIN DETAIL --------- ---------- -- ---------- -- ----- -- -------- -- ----- -- =6 =I= A= Is= 6,1 11 t L L I I L L L I I I I L L I J I I i I L L Ll J J I i 1 11 LLUJI iliLLLIJ— lliL—Lij— 111 LLLIJJ III LLLIJ— IIILLLIJI I li.LLIJI JIULLIJ. IMLL—Ul (141) 24GA C-12 DECK PANS 'A' (WHITE EM51)) DECK PLAN 1/811:11-oil I I ql-�II RIFi) II III-mll 91-0II qI-VI IP�il OUNDATION PLAN 3/32" = 1'-0' © VENTAIRE CORPORATION, 1999 DATE: 10-5-04 (800) 324-5874 SCALE: 3/32" = 1'-0" ALL RIGHTS RESERVED. REPRODUCTION OR UNAUTHORIZED USAGE PROHIBITED. DRAWN BY; RLA CHECKED BY: 1/8' DIA IIn" 9" 11/2' HOLES � c'r M — 3" X 5" c ELEC 4' 4' 411 E1 AXE55 1/4 PL 3/4' X 1.1" X 1'-0" BASE PLATE I W'4-0' 1 In" 1/8" DIA I in" 401 11/1' NOl.E5 C Zrl r Lli M 41— YX _ ELEC 3' 4' I/1" E10 ACCE55 1/4 PL 3/4' X 12" X 1'-0' CMET BASE PLATE 1 W 14-0' 3 1/2" X &" ACCESS HOLE W/ REMOVABLE COVER PLATE WHERE NEEDED (REF. OWNER DIMENSIONS ARE TO PROVIDED ELEC. PLAN). PLATE TO BE 18 GA. GALv. SECURE W/ (4) V X 1 1/4" BUILDING FRAME WITHOUT TEK 5 SCREWS REGARD FOR VENEER NOTE: GC TO PROVIDE MEANS OF CUTTING ACCESS HOLE TO PREVENT DAMAGING INTERNAL COMPONENTS LEVELING NUTS- 5" s PARKING PAVEMENT 1'-2" 9 PATIO SLAB M■ s■ DRILLED CONCRETE - PIER 91/1" 3" X 5" 11/1" 6 U2' 11/1" ELEC C v M 1/8" DIA c 31/1" 5' 1' HOLES PL 3/4" X 11/1" X 91/2' CORNER BASE PLATE I In'd'-0' (U TO (1) OPP - T5bX4 COLLMN (BY VENTAIRE) BASE PLATE rRIVE 7 -��I �- 3/4" X 24" ANCHOR ,,.,—BOLT ((0) 0(0 13 TIES REBAR 12" C/C .• • d .e; . • a: •: A . - a • de: .a 1! . RE BAR "3 TIES 12" G/G PIER DET 3/4" = 1'-0II n PROFESSIONAL OF RECORD PRODUCT DESCRIPTION VENTAIRE 4345 SO. E. AVE. - TULSA OK. 74145 REF. FILE NO. Vejnt'�"l' CORPORATION � P 0 BOX 471530 -TULSA, OKLA. 74147-1530 13228-3R00 SONIC CANOPIES iiid PHONE 918 622-1191 FOUNDATION PLAN CUSTOMER HORIZON GENERAL CONTRACTORS JOB NO, 13228 SHEET NO. ADDRESS 7749 GALL BLVD. ZEPHYRHILLS, FL. QUOTE NO. A-3934 3 OF 5 C-12 STEEL DECK (EMB'D) r YuLr..L1 1 SEAL 3 5ECTION GRA -LOW MEL '8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) r STAMPED STEEL I BRACKET a 48" C/C 08 X 3/4' / �— PHILLIPS DRIVE Z-PURLIN PAN -HEAP SCREW (RED) h2-14 X I'SELF- DRILLER W/ WASHER (3) PER BRACKET C-12 STEEL —M2-14 X 1" SELF- DECK DRILLER W/ WASHER EA PAN FASCIA GUTTER r FA5CIA 5ECTION s4 1 V2"21'-0" 3/4" TAPCON I * 24" C/C ARCH. DRAWINGS R BUILDW-i DETAILS C-12 STEEL DECK (EMB'D) V4' X 1 3/4" TAPCON- SCREW 9 24' C/C COUNTER FLAS14NG CON'T TRIM CHANNEL VULKEM 1° SEAL 4 SECTION v SEE ARCH. DRAWINGS FOR BUILDING DETAILS CON TK GRAY VARIES 1/4" X 1 3/4' TAPCON SCREW a 24" C/C 92-14 X 3/4" ; DRILLER A 24" C-12 STEEL DECK (EMB'D) COUNTER FLASHING CON'T TRIM CHANNEL VULKEM SEAL ,ry NOTCH a" STYROFOAM BLOCK DETAIL 'ELLOW HANNEL "8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) r STAMPED STEEL I BRACKET 6 46' C/C '8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (RED) N\\—M2-14 X I" SELF- DRILLER W WASHER DRILLER W/ WASHER (3) PER BRACKET ' EA PAN FASCIA GUTTER 2 FASCIA 5ECTION 54 5 SECT ION SEE ARCH. DRAWINGS FOR BUILDING DETAILS CON'T 3" X a" X I" THK STYROFOAM,VULKEM IN PLACE (TYP * EA DECKPAN a BLDG WALL) C-12 STEEL DECK V-14 X V SELF - DRILLER W/ WASHER 60" C/C AND 6" FROM EACH END -- Z8X2.5X14GA 1/2" X 11/1" A-301 G BOLT W/NUT a (2) —� WASHERS (4 REQ'D PER PLT) BOLTS FULLY SEATED IN BTM OF SLOT'D HOLE (DOWN SLOPE) SLOPE 1/8"/FT. F-IXICX3/5 GANOFY 5ECTION G-12 STL DECK'G LDECK GLIP (WHITE EMB'D) DETAIL T DET T SLOPE 1/8'/FT. C-12 STEEL —/ T 3/16 DECK (WHITE EMB'D) ('2-'C4NOFY 5ECTION ZSX25XI4GA 1/2' X 1 1/2" A-301 BOLT W/NUT 4 (2) WASHERS (4 REQ'D PER PLT) lelX10X3/8 BOLTS FULLY SEATED IN TOP OF SLOT'D HOLE (UPSLOPE) DET ' 1' OPPOSITE SLOPE 1/8"/FT. COLUMN G-12 STL DECK'G (WHITE EMB'D) DETAIL T 3""I'-011 DECK CLIP TSbX4 T-BEAM COLUMN 6 I/2XI2X3/8 PLATE TYP C-11 STEEL J I—;, !I WHITE EMB'D DECKING 3 SECTION 55 1 V2"■1'-0" Z-PURLIN 1/2" X 1 1/2" A301 BOLT W/NUT (2) WASHERS (4 PER PLATE) DECK CLIP 111 — 111 al" Ili /A" I. /A" 111 /A" -v C2 I..0 2 C2 Cam— - - —� - - --� C2 (4) PANELS AT 124" = 484" 10'-0" 3'-0" 20GA. STEEL ® ® 48 I G/CCiUSSET a _ _ e LINE OF BUILDING FRAME e C1 C1 C1 1 C 1 5�4 Q "' W/0 REGARD TO VENEER v 3/64 GUTTER "' 2�5 3/S5 ENDCAP 17 in 8 " a '-_ ClTRIM CHANNEL `r SCOFFER TO FIT W/ FLASHING - ClCl _ _ _ (TYP * BLDG ONLY) OHag 264 � � 4154 2 II 5154 C 1 e R ll'-O' 12'01 3/54 I GUTTER 6, ENDCAP� YELLOW SECT a 12_ ©3 -- a C1 C1 C1 C1 C1 C1 C1 C1 Cl C1 e TELLOdI '- 12 I ® 1 © ® © ® OF 3 BULLNOSE ASSY TYP (2) PLACES 6 SPACES Al W-0" = 664" (C/C COLUMNS) 2'-4 (8) PANELS AT 12'-0" = 96'.011 41-0" 110'-0" POSITION SCUPPER ORAN 5r v e 2164 L 2'-2 1/2' ALL WORK SHALL C'.; i, - Y %V771 A ` PREVA LING CODES, FLORIDA 6 CODE. NAT70NAL ELECTRIC CODE;-.' CITY OFZEPI-fYR1(ILLS C .R, DT BETWEEN STALLS AT 30' ANGLE 20GA STEEL FROM COLUMN TYPICAL (24) FASCIA GU55ET PLACES $' C/C �i v 1/2" X 1 1/2" A-301 BOLT W/NUT t (2) WASHERS ZEE PURLIN (8 PER SPLICE) BEAM SCHEDULE MARK DESCRIPTION LENGTH Z1 ZSX2.5X14GA 31'-81/211 Z2 Z8X2.5X14GA 31'-4" Z3 Z8X2.5X14GA 20'-8 1/2" Z4 1 Z12X3.5XI4GA 36'-0" 2 �3 Z5 ZSX2.5X14CsA 34'-6" Z6 ZSX2.5XI4GA 15'-8 3/8" Z1 ZSX2.9X14GA 18'-4 3/8" Z8 Z12X3.5XI4GA 26'-0" Z9 Z12X3.5XI4GA 21'-2" ZIO Z12X3.5XI4GA 21'-2" 1 1 Zll ZI2X3.5XI4GA 26 -0 Z12 Z12X3.5XI4GA 26'-0" Z13 UX14GA " FURLIN 5PLICE DETAIL 551*Xlb &1-011 1/211=11-011 52 W6X9 12'-811 E33 U16X9 3'-9" 54 UJ6X9 8'-4" 55 W6Xi2 8'-4" COLUMN SCHEDULE ALL COLUMNS 6" X 4" X 3/16" DESIGN CRITERIA FBC = 2001 12003 UPDATE ROOF L.L. = 20 PSF WIND SPEED =110 MPH EXPOSURE = 'C' FOUNDATION DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF NOTES 1. CAULK CONTINUOUSLY AROUND ALL FASCIA GUTTER, CENTER OUTER, POST COLLAR ANGLE, COLUMN TRIM ANGLE, POST BOX, AND OVERFLOW DRAIN. 2. ALL DIMENSIONS ARE OUT -TO -OUT OF FASCIA GUTTERS. 3. ALL WELDED CONNECTIONS SHALL BE E70 ELECTRODES. 4. ALL BOLTED CONNECTIONS SHALL BE A307 BOLTS. 1, 5. STRUCTURAL STEEL FOR Z-PURLINS {'A ✓;, SHALL BE ASTM A607 Fy=57 KSI 6. STRUCTURAL STEEL FOR T-BEAMS `11= SHALL BE A572 (OR 50) OR DUAL -CERTIFIED A36/A572 7. ARROW INDICATES BEAM RUN DIRECTION. 8. ANCHOR BOLT MAT'L TO BE ASTM A307 9. ALL DECKING MATERIAL TO BE ASTM A446 &I= MIll KOIN Ll ����� ," 01 1� El 1� 1. 10 1. I_ --- -- - - -'j-- r�NUANELS AT p 0 SPACES13 . q GR. C 10. STRUCTURAL STEEL FOR COLUMNS SHALL BE ASTM A500; Fy= 46 ksi ® 11. SPECIAL INSPECTION REQ'D. a) STRUCTURAL STEEL b) CONCRETE REINFORCEMENT c BOLTS IN CONCRETE F mrir PO1T10N OVERFLOW p PLAN VIEW EVERY FIFTH STALL AT 30' ANGLE FROM OLLM ON W*14 SIDE 3/32'=1'-011 PROFESSIONAL OF RECORD c VENTAIRE CORPORATION, 1999 O DATE: 10-5-04 NO. REVISIONS I DATE PRODUCT DESCRIPTION '/� • 4345 SO. 93rd E. AVE. - TULSA OK. 74145 REF. FILE NO. OKL� 74147-1530 13228-1R00 vent,jj,� 17�IIi�a� CORPORATION ; PHONBOX181 S20 (800) 324-5874 SCALE: 3/32" = 1'-0" 2 -1191LSA, SONIC CANOPIES ALL RIGHTS RESERVED. REPRODUCTION DRAWN BY: RLA 3 FRAMING PLAN CUSTOMER HORIZON GENERAL CONTRACTORS JOB NO. 13228 SHEET N0. OR UNAUTHORIZED USAGE PROHIBITED, 4 OF CHECKED BY: 5 ADDRESS 7749 GALL BLVD. ZEPHYRHILLS, FL QUOTE NO. A-3934 1 5 I (43) 24GA C-12 [)ECK PAN '5' (18) DECK PAN 'C' L INE GER COUNTER UTT ENDCAP H FLASHING : JA' TRIM TO PIT DECKING '5' BUILDING GUTIE E Dr N _Z\ 1111,1" 11 11, 1' 11Ii� I__ i i� i (60) 24GA C- 12 PECK PAN 'A' & 3, OCATkN sc% 44 314, Nql� 5CUPPER DRAIN [DETAIL FASCIA 3" X 4" NVERTED GUTTER OUTLET INSTALLED FROM BOTTOM OF —V—GUTTR 411EX (oil i—SCUPPER W -1( XI/ST EK 2 SCREW (WHITE (2) EA SIDE ovERFLOW DRAIN DETAIL i t L LIJ I I I i L L LIJ J I i i L L L11 I I I i L L LIJ J I I i.,- L LIJ J I i i L L LIJ J I I i L L LIJ I I I i L LIJ I I I i L L LIJ I I I L L L IJ J I i I L L L IJ J I i i L L L IJ I I I L L L IJ I I I LLLLLJ 1 (141) 24GA C-12 DECK PANS 'A' (WHITE EMT)) DECK PLAN 1/811:11.011 LL_ Q� Li FOUNDATION PLAN 3/32" = 1'-0' 1/8' DIA 1 In° 1 9' 1 1 11n11HOLES 1 u2' 1/8' DIA IIn' 41n' in, WOLE5 c - - - 3" 4' In' E10 1/4 PL 3/4' X 11" X 1'-0' OFFSET BASE PLATE I UP:I'-0' c 51n' 3'X5" I inn ELEC ACCESS _ C M 1/8" DIA 31n' 5' p' HOLES PL 3/4" X 11n" X 5 In' CORNER 5A5E PLATE I W-1'-0' (1) Ta (1) OPP 10VABLE F. OWNER rE TO BE 12 X 1 1/4" T56X4 COL" BY VENTAIRE) SCREWS IEANS OF BASE REPENT ILAPLATE PONENTS LEVELING DRIVE PAVEMENT a a 4TIO SLAB ' d d a n -1 ' .. I 3/4" X 24" ANCHOR d <a BOLT l6) "6 rlEs REBAR a 12" C/C • 4• 4 4.4 d e . REBAR d "3 TIES 121I C/C DRILLED PIER pET )NCRE R I/ L24" DIA (MIN) //JJ�� 3/4'I - 1' -011 C-12 STEEL DECK (EMB'D) COUNTER FLASHING T-BEAM GRAY I CON'T TRIM 2" CHANNEL VULKEM SEAL 3 5ECTION S4 11R"■I'-0" -LOW MEL S X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) STAMPED STEEL F BRACKET a 46" C/C "8 X 3/4' PHILLIPS DRIVE PAN -HEAD SCREW (RED) T44 X I' SELF - DRILLER W/ WASHER (3) PER BRACKET —M2-14 X I" SELF - DRILLER W/ WASHER EA PAN FASCIA GUTTER CAULK CON'T Z-PURLIN C-12 STEEL DECK FASCIA 5ECTION 54 1 1/2""1'-0" 1/4' X 1 3/4' TAPCON SCREW 9 24" C/C SEE ARCH. DRAWINGS FOR BUILDING DETAILS C-Q STEEL DECK (EMB'D) V4" X 1 3/4" TAPCON- SCREW 9 24' C/C COUNTER FLASHING CON'T TRIM — CHANNEL VULKEM SEAL 5ECTION 54 1 1/2' =I'-0' SEE ARCH. DRAWINGS FOR BUILDING DETAILS CON' K GRAY VARIES 1/4" X 1 3/4' TAPCON SCREW 9 24" C/C M2-14 X 3/4" SELF DRILLER a 24" C/C C-12 STEEL DECK (EMB'D) COUNTER FLASHING CON'T TRIM CHANNEL VULKEM SEAL 11" --. �NOtGH CA �. -► - �: iz 5TYROFOAM BLOCK DETAIL. I V2"■1'-0" BELLOW HANNEL � SECTION "8 X 3/4' PHILLIPS DRIVE PAN -HEAD SCREW (YELLOW) r STAMPED STEEL 1 BRACKET a 4V C/C '8 X 3/4" PHILLIPS DRIVE PAN -HEAD SCREW (RED) —M2-14 X I" SELF - DRILLER W/ WASHER EA PAN FASCIA GUTTER 012-14 X P SELF - DRILLER W/ WASHER (3) PER BRACKET 2 FASCIA 5ECTION: 64 SEE ARCH. DRAWNGS FOR BUILDING DETAILS K0211 3" X 12" X I" THK STYROFOAM, VULKEM IN PLACE (TYP 9 EA DECKPAN 9 BLDG WALL) C-12 STEEL DECK M2-14 X P SELF - DRILLER W/ WASHER 60" C/C AND b" FROM EACH END 11 I _11 _ _ _ 1_-I I I 1 I . 1 I 1 1 ' L _ _- " 1 ZSX2bXWGA 1/2" X 11/2" A-301 G BOLT W/NUT a (2) —� WASHERS (4 REGIV PER PLT) BOLTS FULLY SEATED IN BTM OF SLOT'[) HOLE(DOWN SLOPE) SLOPE 1/8'/FT. IEIXICX3/8 CANOPY SECTION 55 3/4'=P-0' C-12 STL DECK'G LDECK CLIP (WHITE EMB'D) DETAIL T DET T C-12 STEEL — DECK (WHITE EMB'D) z8X2.5X14GA 1/2' X 1 1/2" A-301 f ii, /— BOLT W/NUT 1 (2) WASHERS (4 REQ'D luw PER PLT) R1X104/8 BOLTS FULLY SEATED IN TOP OF SLOT'D HOLE (UPSLOPE) DET T OPPOSITE SLOPE 1/8'/FT. SLOPE 1/8"/FT. Typ 3/16 COLUMN ('2--GANOIOY SECTION El 5 3/4 1'-0" C-12 STL DECK'G LpECK CLIP (WHITE EMB'D) DETAIL 7 3' ■ 1'-0" Z-PURLIN TS6X4 T-BEAM T,%X4 COLUMN --------------------- 1/1' X 11R" A301 6 1/2XV3/8 PLATE BOLT W/NUT i (2) WASHERS (4 PER PLATE) --P-114-------------- C-12 STEEL I !I L—DECK WHITE EMB'D CLIP DECKING 3 SECTION S5 1 1/2'■1'-0' 1 i