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HomeMy WebLinkAboutrevison.pdfOFFICE USE ONLY: DATE FILED: I � 16 ' Q[ O REVISION FEE: -1s oo LOCATION/SITE PERMIT # / / / - 0� RECEIPT # 6) S l UX PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. . #: C.GG ST. LUCIE CO CERT. #: BUSINESS NAME: dD QUALIFIERS NAME ADDRESS: CITY: �i ,—cZ STATE: P4 ZIP: PHONE (D YTIME): FAX: OWNER/BUILDER INFORMATION: NAME: CITY: iL6 PHONE(DA STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): ATE: FAX: FAX: ZIP: \J' SLCCC: 9123109 Revised 06/30/17 glE LOCATION MAP HOME REP CA H u me 5UPlCT TO NON-n15CL05UkF, FOp U5F PY CLIENT MP M516NAtt7 MCIPIN5 ONLY, EXI%NG COMMON CONCI 13FMIN6 WALL 13ETWMEN 12MVE AND 42 AQUA PO ---------------------------------------------------- VANITY ----------------------------------------------------------- --------------------------------------------nINIMMOM ----- -------------------- --------------------- LIVING room ----------- ------------------ ktMOVE EXl5flN6 NON-LOAI o------------------------------------- --------------------- Q--------------------------- ------------------------- MASTEm STUDY ITY 6E19f?OOM kOOM C6 EE SHOMP, II C05ET RD flans to show, I, 51gnabre and seal of design professialal 2, Code and edition for desior 3, Desion basic Wind speed ( If applicable) 9. Nel+t above oround ( If applicable) TNI5 DOCUMENT 15 PVOf pl�fAk"Y AND 5WJrCT TO NON-D15CL05UP,�, FOV H PY CL EW AND D�516NATD kTOPENT5 ONLY, OFFI( GI $ - I Ightinq 5wltch $3 = l.igRIrq Switch - 5-waq IghbInq - 6'' Kecessed = IghtIrq - Wall Mount I.IcjWrq - Wet Kated + = I -fighting - Junction keceptacl e -120 V Grand Fault Peceptacle -120 V PINING WOM 11© MA5TR a 12 mmoom 5HOWWp II C1,05FT a. 0 - Peceptacle - 240 V ® - feceptacle - Fxhaust Fab with I-Ighb E) - Carbon Monoxide Petectcr Y - rkone Jack Q= 5moke Detector w/ Patterq backup = TV and Network Jack flans to show: AMU - Air Handler Unit V RED I, 51gnature and seal of design prn 2. Code and edition for design 3, Design basic wind speed ( If ap 4. Heiclk above grand (If applical 15 I'VOWIETARY ANP 5U ICT TO Structural And General Notes - Al Wrltten Plmensicn On These Drawings Take Precedence Over 5caled Dimensions, PO NOf 5CALI; MAWIN65, ANY 12I5C.MPANCIF5 5HOULP BE PPOUGHT TO THE 12F516N FN6MN P' 5 ATTFN110N Pt; R TO CONI1NUING ANY WOW - The Contractor, 5ubcorrtractor, Supplier, Etc Shall Verify Al Dimensions, Measurements and Conditions At The Job 5ite Plans And 5pecificatlen5 Prior to Anq Construction Work and Orderinq Materials - Construction Shall Follow The Florida 13ulldinq Code ( FBC) As Adopted By The County or City In Which The Bul dinq Is To Be Constructed With All Applicable Amendments - The ["dire Bulldinq ( or Addition) 15 Pesigned As An End Zone Condition In Accordance With Section 6,5 A5CF 7-10 - The 13ulldinq Is Pesicgned As An [inclosed Structure In Accordance With Section 6,5,9 ASCF 1-10, This Design Assumes That The Fxterior 61azinq Meets The FBC 2011 5td, - The l.oadinq Are In Accordance With A5CE 1-10, And Are To Be Multiplied By The Appropriate Shape Factors - 5tructural Features Not Petalled On These Plans Will Be Addressed By The Engineer As Construction Progresses Use Clean, Compacted Fill And treat For Termites - All Windows, Poors, And Other Opening, Includinq Protective Pevices Are To Be Certified By The 5peclaltq Engineer Of The Product Manufacturer - Connedcr5 Catalog Numbers Are Based On Simpson 5tronq Tie Corporation Products, Unless Noted Otherwise, Fasteninq Is To Be In Accordance With Manufacturer's 5pecification, - All Structure Concrete, 51ab Footings And Grout Shall Nave A Minimum Compressive Strength Of 5000 P51 At 28 Pays. See Plans For Size And 5teel fequiremenih, - Minimum Concrete Protection to PZeinforcement Bars; Beams 12', Footings 3" - Lap All P2einforcinq Steel A Minimum of 48 Bar Plameters - All Standard Lumber Shall Be 5PF, Or Stud Grade With Minimum Fb-1200 P51 Or Better - All Lumber In Contract With Concrete Or Masonry Shall Be Pressure Treated, - 5pllttinq Or Cracking Of Structural Components Pue To Installation Of Hardware Is Not Permitted - Unless Otherwise Noted, The Installation Of Specified Hardware Shall Conform To The Manufacturers Instruction And Standards - Bearinq Points Of Headers, Girders, And Beams Shall Have Vertical Supports Sufficient To Support Loads And 5 Anchored For Uplift As Will Be noted - f oof Sheathing; 7' C12X Exterior Grade AP/ Perpendicular To Thep f Framing, With Fnc Nall To Trusses W/ 8d Pinq Shank 6alvanu Throughout, Gable Fnds To Be Nailed @ 4" - Unless Otherwise Noted For Exterior Wall, E 5heath1nq and Interior Drywalls Is to Be Nail Better, 6; O,C, and 8" O,C, Pilled, l2ryw� And 0,131" In Diameter - For PIdge Vent Installation Block With 20 4 Between Top Chords Or Trusses Along The E 121rectly Below The Vent - For Frame Segment To Masonry Segment Ca Vertical Secured To Masonry With 16" Pla, L Embedment to 5000# Concrete Min. 18" - Walls; The bauble Top Plate ( Butt 5pl ices) 4000Lb/ Splice, Al Wall Top Plates 5hal 24" @ Splices W/ 1-16d Nails Min, Lap C Be 4' W/ 9-1612 Nails, - At Gable, Provide 20 Full Blocking To The T Two Truss Spacing, Spaced at, 4' O.C. Nallli First Truss. - Apply Plywood Poof 51heathinq Face Grain Pe - Al Poof Covering Shall Be Applied Per Manuf F,ecommendations Or Per FBC And Local Coc Strenuous - Pepair All Walls In Accordance With Details I Accordance With The Applicable Florida Builc - Pcpair All Electrical Wiring, Low Voltage Wir Plumbing By Qualified Contractor Some Elect Connect To Any Junction Box Or Outlet But A REVI: THI5 POCUWHf 15 I'VOPP ETApY ANP SUBJECT TO NON-1715CL05UI;E, FOP 15E 13Y CLIENT ANn PF5l6NATEP F,�CIPIFN5 ONLY, OFFIC WITRIKINAM m I r2X4wOOP5TUI2fOPWIP,F MAWIFP, SEALANT CAULK OP, FIP,F ZA 19 JOINT COMPOUND TWO ( 2) 8' fff// HIT PATFt7 6YP5UM C30AP.n ON 2X4 5TU175 VOTH HIM MAP.P,IEP, 5EALANT CAULK OP, FIRE PWfl7 JOINT COMPOUND ON Top, M0ff0ANP ANY JOINf5. TE5TEn IN ACCOPTAW WITH A5fM N19 Op LIL265 Its HIT TrAMAW WOOL INSULATION I 21 WOOt7 5 MOfTOM OP,n WITH FIP,M IEP, SEALANT CAULK TOP OF EXI5-U U WALL 5Ef MATION METWE 44 AQUA ANI9 42 AQUA r. 'i <. PML Ai VOOF A1'11C Fig WALE PrfAL Nr5 MOM% P Pr 0IN5ULAtION (MATE OP, CLOWN) P,P,OM ETMY ANP 5UMJECf fO NON-1715CL05R, . FOP, USE MY CMNf ANP 5151EP TPU55 PFI? MfA1L "A" E45111\16 TPU55 TOP CHOW WITH FIkF PAMAGE MPAIP, TO EX1ENI9 TO ROOF PEAK TWO ( 2) 161? NAILS AT 12' O.C. ---, 4' CARRIAGE 1301-1`5 WITH WASHED AT 12" O.C. p2 2X6 WITH TWO 16P NAILS ATWH CRO5511\16. (fW.) Af 4' O.C. 2X6 WITN TNPEE 1617 NAILS FOP y EXTENT OF FIRE SISTEC? TPU55 MUST LANt7 Op ANt713pTTOM CNOPnS (TYP.) nF An LIMIT OF ON DEA!?ING WALL TRU55 PTPAP,17ETAIL fgpical truss EXISTING BEARING WALL NOT N" SHOWN IN nETAIL FOR CLARITY Replace 51heathinq As Needed with With A' C19X Exterior Grade APA Plywood namaged Truss Installed Perpendicular To The goof Framing W/ End Joints Staggered. Nail Attach 2'x4" To Pamaged fruss With y" to Trusses W/ 8d Pinq Shank Nails Min. carriage bdt with washer at 12" O.0 6" O,C, Througlhcut And Gable Ends Staggered ANn fwo (2) 16d nails at 12" 51hall fie Nailed W/ IOd Common, O.C. Use Construction Wend Adhesive Galvanized Nails @ 4" O,C, 2"x6" To 2"x4" With 3 Z" nails or Rl screw at 12'' O.C. Use Construction Wood Adhesive. To 13e Used For Top Chord Only betail ''A" NTT FOP 1,5E 13Y CLIENT ANP 1)E516NATE17 MECIPIENTS ONLY. OFFIi