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HomeMy WebLinkAboutRevision i OFFICE USE ONLY: J ) `�'/ DATE FILED: / ` PERMIT# /sV 1.(q / t2 REVISION FEE: 7T 4� RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATI 2300 VIRGINIA AVE r.�!V S FORT PIERCE,FL 34982 52 ION (772)462-1553 FAX(772)4 -15 8 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION I. LOCATION/SITE '-70 ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: /=-� i'�� s � C �� cv .� a •4v 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.L�UCIE C�UNTY CERT.#: BUSINESS NAME: 1411'. • �1 �o ytiC7s�ll�r QUALIFIERS NAME: ADDRESS: /l7oc 4/ l CITY: i/C STATE: ZIP: l^� PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: zr, ZIP: PHONE: FAV. 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 RECEIVED SEP 2 6 2016 Q ARCHITECTURE • ENGINEERING • QJWSSI September 22, 2016 RaceTrac Petroleum, Inc. 3225 Cumberland Boulevard, Suite 100 Atlanta, GA 30339 RE: Savanna Club 8630 US Highway 1 Port St. Lucie, FL 34952 HFR Project No.: 14.732 Greg Faulkner, It is acceptable to use plywood sheathing as opposed to dens glass sheathing for the column enclosures. Regards, Qs . ,P. E N = ; IV J. 57317 . = Y. Patrick R. Foley, ©�. STATE OF O R 10NAL ►► ► 11 3680 PLEASANT HILL ROAD, SUITE 200 • DULUTH, GEORGIA 30096 • P 770.622.9858 . F 770.622.9535 (H5510XIO) 5/aR DEN56LA55 5HEATHIN6 - TYP. I 5/a" DEN56LA55 5HEATHIN6 - TYP. STEEL BEAM (MAIN FRAME) STEEL COLUMN (H5510x10) - SEE PLAN I I I STRAP 5%" 16 GA. STUD -SEE I 7AGH TO T II A/GIOI - TYP. 35/a° 16 GA. TOP AND BOTTOM ; x R R �L 5TUD 4 x2 14 6A. (LLV) GLIP ANGLE - ATTACH TRACKS - ATTACH TOP AND / M TO STEEL COLUMN W/ (3) 0.145" DIA. P.A.F. I I BOTTOM TRACKS TOGETHER / 4"x2" I4 GA. (LLV) GLIP ANGLE - ATTACH W/ (2) #10 TEK 5GREW5 -SEE .. .. - ATTACH TO TOP TRACK W/ (4) #10 TEK ei STEEL BEAM (PURLIN) R 5GREW5 A5 SHOWN - TYP. ROOF METAL G�Oi I I TO STEEL COLUMN W! (3) 0.145 DIA. DETAIL R/GIOI - TYP. — - + K - — , DK PANEL , I P.A.F. - SEE A/GIOI - TYP. SEE SHEET GI00 FOR G 3%)" 16 GA. TOP Ar.D BOTTOM x% ' N v CANOPY ELEVATION 0101 ILLIN6 SGREW I 35/a' 16 6A. STUD - SEE A/GIOI P. U.N.O. T—�-- TRAGKS - ATTACH TOP AND BOTTOM STEEL COLUMN (HS510x10) TRACKS TOGETHER N/ (2) #10 TEK j `5'GREIA - SEE DETAIL A/GIOI - TYP. x 4" WIDE 16 STRAP ALL SIDES - ATTACH TO i - SEE PLAN EVERY VERTICAL AL STUD W/ (I) #10 TEK SCREW D LT. GA. STUD COLUMN ENCLOSURE I OUTLINE OF ARCH. (VERTICAL) - SEE DETAILS FOR COLUMN ENCLOSURE SEE 6100 FOR MORE INFORMATION FINISH MATERIALS AND LOCATION A DEN56LA55 SHEATHING - SEE GIOI DETAILS FOR MORE INFORMATION SECTION B j SECTION A ALL LT. GA. TOUGHING AND UP R tl I I SGALc = i'-O" SCALE: 1 = II-O TO 6" ABOVE CONCRETE 15 TO .1 GI01 BE HOT DIPPED GALVANIZED. I I SEE FUEL GANOPY DESIGN DRAWINGS FOR ACTUAL STEEL COLUMN SIZE. ALL LT. GA. TOUGHING AND UP TO 6" ABOVE CONCRETE 15 TO BE HOT DIPPED GALVANIZED. STEEL COLUMN (H5510x10) STEEL BEAM (MAIN FRAME) - SEE PLAN STEEL BEAM (PURLIN) I 10 5/b' DEN56LA55 SHEATHING - TYP. ELEVATION EL1 (H5510x10) , r SCALE: )a" = I'-O° IT1 I 5 , BAULK EXTERIOR MATERIAL AT DECK I I ir 5% 16 GA. TRACK I I TILLING 5GREW 7 I I (1) 0.145" DIA. HILTI X-DNI AT P. U.N.O. I 6" O.G. (STAGGERED)W/ 1 N1 MIN. PENETRATION I CANOPY DESIGN DATA: %B BOTTOM OF ROOF , 4 x2" 14 GA. (LLV) GLIP ANGLE - ATTACH TO STEEL METAL DK PANEL I ENGL05URE CLA551FICATION: OPEN BUILDING I I COLUMN W/ (3) 0.145" DIA. 4" WIDE 16 GA. STRAP I I P.R.F. - SEE A/GIOI - TYP. BUILDING FRE55URE COEFFICIENT RISK CATEGORY II ALL SIDES - ATTACH TO I INTERNAL PRESSURE GOEFFIGIENT = 0.00 (OPEN BLDG.) EVERY VERTICAL STUD I I I WALL PRESSURE (LATERAL: 13 P5F (COMPONENTS S GLADDING) _ *ft"ba., W/ (2) #10 TEK 5GREW 1 35/e" 16 6A. TOP 1 I I TOP TRAGK AND GLIP ANGLE ALL OTHER DE516N�NF0 (U #12 SELF DRILLING SCREW TOGETHER H 1 (4) #10 TEK SCREWS AT 6" O.G. - TYP. U.N.O. I I - SEE DETAIL A/GIOI - TYP. I I I I I I 1 I I 35/a" 16 GA. STUD 5/a" DEN56LA55 5HEATHIN& - T(P- - SEE A/6101 FILE COPY DETAIL D DETAIL C 5GA,E: 1'' = I'-o" SCALE: 1" = 1'-0" G5J STUD I 3/4REVISION Y2' \ tl TH, .a PLANS AND ALL PROPOSED x x IY2 GOLD-ROLLED CHANNEL ARE SUBJECT TO ANY CORAECTy REQUIRED BY FIELD INSPECTORS- MAY BE NECESSARY IN Of Dem 1 ANGLE O'a LE55 THAN As x 2 x I6 GLIP COMM WITH AL APPLICABLE CC STUD WIDTH) - (4) %` 5-12 SCREWS REQUIRED STUD LATERAL BRACING SCREW ATTACHMENT (35/atl TRU W MEMBERS) 1 O/ 0 WO BT. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIEWED BY- DATE O - -/ LAN AND PE lT MUST BE KEPT ON OB O NO INSPECTION WILL BE Mi I I I