Loading...
HomeMy WebLinkAboutREVISION 4-23-18 6oNs'�N1ED OFFICE USE ONLY: � u ✓ ltP��' '�I� DATE FILED: v� ^ PERMIT# SLCO1704-0135 REVISION FEE: I RECEIPT# ~( I O� I PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 1 2300 VIRGINIA AVENUE �Y. L pyFORT PIERCE,FL 34982-5652 EAPR ED E..• (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS2018PROJECT INFORMATION Pe�mitting LOCATION/SITE ADDRESS: 260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) THESE PLANS AND ALL PROPOSED WORK DETAILED DESCRIPTION OF PROJECT 1�,;ARE SUBJECT TO ANY CORRECTIONS REVISIONS: •REQUIRED BY FIELD INSPECTORS THAT. Bahama Shutter shop drawings with attachments,R/A by DP .• p Cc � ft - s CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC061217 ST. LUCIE CO CERT.#: BUSINESS NAME: Hooks Construction Co QUALIFIERS NAME: Steven C.Hooks ADDRESS: 2211 S.Kanner Highway CITY: Stuart 1 STATE: FL ZIP: 34994 PHONE (DAYTIME): 772-419-88z8 FAX: 772-237-3757 OWNER/BUILDER INFORMATION: I NAME: Wawa Florida LLC • ADDRESS:7022 TPC Drive,Suite 200,' CITY: Orlando ISTATE: FL ZIP: 32822 PHONE(DAYTIME: 610-358-8000 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Cuhaci&Peterson ADDRESS: 1925 Prospect Avenue CITY: Orlando STATE: FL ZIP: 32814 PHONE(DAYTIME): 407-661-9100 FAX: 407-661-9101 SLCCC.• 9123109 - Revised 06130117 A RECEIVED Typ. Concealed Angle CFL f.,-- Clip Location ARCMUCTLUTAL APR 2 3 2018 2" Bahama Louver L ucie County, Permitting Center Mullion _ Side frame:----_ Arched Top Frame N� Arched Top Frame N`r Bottom Frame: HOlip$ON NCiEERI�I' (Yj1Gllae�Thompson.P. � - -.- f1f47509 eland Rd. , tt8e�50 Typ,Concealed Angle Typ. Concealed Angle ml� 30 5200 Vin 30 odando,�.s2eae Clip Location Clip Location GO 2" Bahama Louver 2" Bahama Louver Alum. Shutter at Pjclht Elevation-QTY of 2 o Center Mullion Center Mullion 3 Scak =r'o Side Frame Side Frame co o n O Bottom Frame L O N Typ. Concealed Angle N 24 24 2-L Clip Location U L s� 48 cal Op 2" Bahama Louver (yq�'y N z i Bottom Frame Center Mullion V = e > it N� -viewed, © ish as.Cor De51 n Criteria: No Comments Q and Resubm it Side Frame I.This Structure Has Been Desrgned In Side Frame Accordance With The Requiren—ts Of The 2014 Side Frame 13Rejected Flonda Duddmg Code,Chapter 165tnucktrd " i E3 Submit specific Item cN The al Design. Wind Reuiremarks, .030 Alum. .030"Alum. With Section GO9 Were EmpIays131nn Theo Panel Infill Panel Infill T�review is only for oonformag�e De—jnOe�Sh--L i6onnPHt�sec.� tj with the design concept the Project aqd peed general compliance witthe informal' n Importance Factor. il.o given in the Contract Doe ir ienta.CDrrectioi is Wind Exposure: c _ or comments made on shop drawings Internal Pressure Coefficient: NA during the review do no, viieve contract — Design Pressure For from compliance with requirements 3r Components And Cladding: 81.52 Psf. the plans and speeifica i Approval of a 2.All Dimensions Are To Be Re!if—fled&/CFL specific e item shall not in 1 approval of n Architectural. 18 a coin Bottom Frame: 3.All New Framing Will De Aluminum,Grade Uontractor is respnnsi r: dimensions f GOG3-T52,unless Noted. Frar rg Viil be 1 1 be confirmed and correl i qtt the site; Welded And Ground Smooth Aiie a Necessary. 2— 2�- 24 information that per 24lely to the 4.All IF 4 4 rah y to the means, 30— 30 Penetration,In Accordancee To Be NAM140WS 48 methods, techniques, sequences, and GO Pene wl Aluminumc rd pre Work of construction;all coordination of 5.Shutters a Panels to be Pov,derCoated- the Work with that of all trades; and for WHITE Alum. Shutter MTPN2 at Rear Elevation-QTY of 1 Alum. Shutter Mi9ii�tf6tintaifernl soEi�actory Alum. Shutter at R ht Elevation-QTY of 2 • I Bcak7Y=I'-0' 2 scak�'=I'O rriaittter 4 5wk.CUHA I ETERSO ITECTS,LLC Typ. Concealed Angle Ddt�B Clip Location 2" Bahama Louver--,_ Tyr. Fastener Location Typ. Fastener Location- Hardi-Trim Perimeter #14 x 3"S.S. Pan Head Scr #14 x 3"S.S. Pan Head Screw by Others Hardj-Trim Perimeter ————— by Others wawa 522o_no.da Side Frame r p 090"Alum. Panel 090"Alum.Panel cD Rev Date: DeacnPA 72 48 Bottom Frame _ Pn�d#: ate r G Alum. Panel at G'-0"Service Door-QTY of I 7 Alum. Panel at 4'-0"Service Door-QTY of I I8-x a11a+15 !{ Sok: Drawn G Br- Scak:�'=I'-o' P-9 As Noted JO .b3 32 Page 6: 5 Alum. Shutter at Pi ht Elevation-QTY of 2 I soak =10 Hardi-Trim Board CFL e Exterior Grade ARCHITECTURAL Plywood Sheathing 8" Metal Stud Wall Lij (2) -#12 x 1 z" Pan Head Screw ! R � 8"x I"x I"Alum.Angle Clip I ■ Rt li�G RQ7509 UP @ 3" Length (Behind Shutter) MdaelThompson,P.-E:- (2) -#12 X J" Flat Head Tek Screw- Ptytd Rd 5200 Vineland Rd. Suite 250,. Into Side Frame of Shutter Hardi-Trim Board Orlando,PL3281 I " Exterior Grade- Extruded Alum.Shutter Frame Plywood Sheathing ® 2"Extruded Alum. Bahama Louver O. � O � _� U f lJL N � O L ® Alum. Perimeter Frame U U Lo4-1 ® 090"Alum. Infill Panel ® +I Desicjn Criteria: ® 1.This Structure Has Been Designed In Accordance With The Requirements Of The 2014 Florida Bwldmg Code,Chapter I G Sbvctural ® Design. The Following Wind Requirements,In Accordance WM1th Section I G09,Were Employed In The Design Of The Structure. Basic® Braid Wind Caa��. IIGO MPH(3-Sec.Gust) #14 x 3"S.S. Pan Head Screw g gory. Importance Factor: 1.0 M Wind posure: ® —— Internal Pressure Cceffiaenk WA Design Pressure For Components And Claddng: 31.52 Psf. ® 2.All Dimensions Are To Be Field Verified By CFL .040"Alum. Backer Panel-WHITE Architectural. Panel is to Extend 2" Past Sides*Top 3.All New Framing Will Be Alunnnum,Grade 6OG3-T52,Unless Noted. Framing VAII Be of Shutter and Installed Prior to Nardi-trim Welded And Ground Smooth Where Necessary. ■ I 4.All Welds Are To Be Full Contact,Full Penetration,In Accordance With IAW-AWS • ® / D 1.2 w/Aluminum Alloy. 5.Shutters 6 Panels to be Pavder Coated- VMITE ■ ■ O ® (2) -#12 x I " Pan Head Screw wawa. rID g'x I"x I"Alum.Angle Clip �r °ak: °e�h�m @ 3"Length (Behind Shutter) Tyr. Section-Alum. Panel Over Service Doors � -'-"O -°eOCpiGort- (2) -#12 X a" Flat Head Tek Screw Into Side Frame of Shutter .040"Alum. Drip Edge MTPN2 ATTACHMENT FLASHING bottom o Shutter TO BE SIMILAR DETAL P x�r: °>k eegrca: 18-X 411 G/18 t 1 /n ALUM. SHUTTER s sue: ° As Noted JO JO Page T .Section-Alum.Shutter Attachment sraie:i J.=i��