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Home My WebLink AboutFLOOR PLAN12 311 1 I I I \\ L- C_! ve CLG. DRYWALL DOUBLE 2 x 4 PLATE w/ SIMPSON 5114 4a EACH STUD SEE HEADER DETAIL ENGINEERED WOOD TRUSSES • 2411 O.C. INSULATION (MIN R-30) SIMPSON STRONG TIE MTSI& AT EACH RAFTER SHINGLES OVER ROOFING MEMBRANE OVER IS/3211 CDX PLYWOOD NAILED w/ 8D RING SHANK NAILS 6" IN FIELD 4 4" O.C, 4V EDGES SEE ELEVATIONS FOR WALL HEIGHTS l TOP OF BEAM ) �- METAL DRIP EDGE IX2P.T. 2 X 6 FASCIA NOTE: CONT. VENTED OVERHANG VARIES ALUM SOFFIT (SEE ELEVATIONS) 2 x 4 SPF STUDS _ 0 16" O.C. FRAME WALL =; MATCH EXISTING T-Ill SIDING (DBL STUDS is WALL ENDS) CC) � OVER VAPOR BARRIER it?" WEDGE ANCHORS w/ 311x 311 x 411 WASHERS is 32" O.C. MAX, 1/2" DRYWALL ( MAX. &I FROM CORNERS ) R-13 INSULATION ( OR BETTER ) 2 x4 PT SILL PLATE w/ SIMPSON SP4 • EACH STUD, BASE FRAME WALL STUDS A 16 O.C. MAX. _ADDITION FINISH FLOOR ELEV. CAP (3000 PSI CONC. w/ FIBERMESH) TOP OF SLAB GRADE CUT EXISTING PORCH SLAB 1811 6 MIL. VAPOR O O MIN. (2) 054 BARRIER REBAR 12 TYPICAL FRAME WALL is REAR PORCH FRAME -IN SECTION NOT TO SCALE BASIC WIND SPEED 160 MPH 3.6EC. GUST RISK FACTOR - II BUILDING CATEGORY ENCLOSED EXPOSURE CATEGORY _ B INTERNAL PRESSURE COEFF, 0,18 WIND DESIGN PRESSURES - GARAGE DOOR -34.1 / +38 PSF ALL OTHER OPENINGS +36 / -41 PSF FOUNDATION 4 SLAB NOTES FOR REAR PORCH FRAME -IN CUT EXISTING SLAB FOR NEW 12" x IS" FTG... OVERPOUR EXISTING SLAB TO MATCH F.F.E. WITH 3000 PSI CONCRETE w/ FIBER -MESH, OVER CLEAN COMPACTED, NON ORGANIC FILL OR UNDISTURBED VIRGIN SOIL. OVER 6 MIL VAPOR BARRIER SOIL BELOW NEW CONCRETE FOOTING TO BE TERMITE TREATED (USE A BONDING AGENT FOR OVERPOUR OF CLEAN EXISTING SLAB) O PROVIDE (2) s5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION, SET IN EPDXY, TIE TO (2) 05 RODS IN NEW FOUNDATION (SEE PLAN) 12" x 18" FTG. w/ (2) 05 BARS CONT, 4, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL $ERRING OF 2000 POUNDS PER SQUARE FOOT 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. SHEATHING SEE WALL DETAIL 2 x 4 - 4' O.C. NAILED FOR ROOF DETAIL TO BOTTOM OF OVERHANG I I I I TOP CHORD OF TRUSSES SEE ELEV, I I I I w/ (3) 16D NAILS EACH II I II I u u PLY OF EACH TRUSS SIDING OVER (1) ROW 2 x 4 CROSS VAPOR BARRIER OVER 1tCOX SHEATHING NAILED BRACING IN CENTER ® 6"O.G, w/ Sol NAILS I OF TRUSS NAILED w/ (2) 160 NAILS NAIL G.E. TRUSS BOTTOM CHORD TO LEDGER I • 6 O.G. w/ 16d NAILS I I I I 2 x 4 6 O.G. NAILED TO TOP OF BOTTOM CHORD OF TRUSSES SIMPSON FLAT STRAP s w/ (3) 16D NAILS EACH STUD TO TRUSS UPRIGHTS"; PLY OF EACH TRU88 MAX 24" O.C. w/ MIN (4) ]OD ENGINEERED WOOD TO STUD 4 TRUSS MIN 2 x 4 LEDGER TRUSSES a 24" O.C. ATTACHED TO TOP PLATE UPRIGHTS UNDER 3' - TYPICAL w/ 16d NAILS • 16" O.C. NO STIFFBAGKS REQUIRED FRAME WALL TYPICAL GABLE END DETAIL / FRAME WALL N.T.S. DEFACED / DELAMINATED CONCRETE REPAIR 1. REMOVE DELAMINATED OR OTHERWISE UNSOUND CONCRETE, FROM AREA TO BE PATCHED, SAW CUT AS NECESSARY TO PREPARE AFFECTED AREA. 2, DO NOT CUT REINFORCING STEEL, IF REINFORCING STEEL IS REVEALED REMOVAL SHALL CONTINUE UNTIL 4" OF REINFORCING STEEL IS REVEALED. 3, REMOVE CONCRETE AROUND REINFORCING STEEL APPROX. I" AROUND TO ALLOW NEW CONCRETE TO SURROUND REINFORCING STEEL. 4, COAT REINFORCING STEEL WITH SIKA ARMATEC 110 OR EQUAL, 5, EXISTING CONCRETE SHOULD BE PREPARED W/ A BONDING AGENT FOR PATCH. 6. POUR BACK REPAIR AREA WITH A CONCRETE MIX WITH A MIN F-C a 4000 PSI. MIX SHOULD INCLUDE A CORROSION INHIBITOR ADMIXTURE. 1. A FORM MAY BE UAED TO ALLOW FOR A PROPER EDGE 4 PROPER DRYING IN PLACE OF PATOH- PORCH BEAM ---- I ----- I •12 NAILS • 1 II 12" O.C. MAX. ; 4 foil FROM EA. END AI 11 I1 I II 2 x 4 SPF STUDS •` Ifo" O.G. FRAME WALL 1 II II 1 I 1 II 1 ,I 1, 14 I II' I iI II I I1 I 11 1 II EXISTING FRAME WALL � l I � II I ,I SLAB - FOOTING NEW FRAME WALL TO OLD FRAME WALL ATTACHMENT DETAIL NTS 5IMP50N SP (X) • EACH STUD • 16" O.G. MAX\ SIMPSON SP (X) 0 EACH STUD I I I y�l I 1 DOUBLE 2 x 10 HF OR BETTER HEADER w 1,!z" CDX PLYWOOD FLITCH NAILED w/ I&D 12" O,C. 2 ROWS META 18 FLATSTRAP w/ - (14) IOD NAILS IN EACH STUD TO HEADER 2X JACKS FOR HEADER (1) JACK FOR SPANS 5011 OR LESS (2) JACKS FOR SPANS 5-011 TO 8' 0" (3) JACK FOR SPANS WO11 TO 12' 0" 2X PT BOTTOM PLATE u1/ SIMPSON SP (X) STUD 4 JACK TOP 4 BOTTOM TYPICAL BRCS WALL HEADER NOT To SCALE GENERAL NOTES I. CONSTRUCTION SHALL FOLLOW "FBC 2011 6TH EDITION" AS ADOPTED BY THE AREA IN WHICH THE BUILDING 18 TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2• TWE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES I. DESIGN LOADS IN ACCORDANCE WITH FBC 2, SOIL BEARING CAPACITY: 25W PSF 3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 16" SUSPENDED SLABS: I" 6, ALL LUMBER IN CONTACT. WITH CONCRETE - OR MASONRY WILL BE PRESSURE TREATED. 7. ALL STANDARD LUMBER SHALL BE SPF 03, HEM FUR 03 OF STUD GRADE WITH A MINIMUM FB - 1200 PSI OR BETTER S. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 10. BEARING POINTS OF RAFTERS SHALL HAVE EQUIVALENT VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. 11. ROOF SHEATHING TO BE NAILED WITH 8D RING SHANK GALV. NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. ON FIELD 12. UNLESS OTHERWISE NOTED FOR EXTERIOR -WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL 18 TO BE NAILED WITH 6D RING SHANK OR BETTER NAILS 6" O.C. EDGES AND 811 O.C. ON FIELD, OR SCREWED WITH DRYWALL SCREWS 119 INCHES LONG AND 0.131 INCHES DIAMETER 13. EXTERIOR CEILINGS - HIGH RIB LATHE 4 CEMENTATIOUS FINISH OR EXTERIOR DRYWALL OR VINYL/ALUM SOFFIT 011114. THE FLAME SPREAD AND SMOKE INDEX OF THE WALL AND CEILING FINISHES ARE IN ACCORDANCE WITH 302.9.1 AND 302.9.2 OF THE FBC 201-1 6TH EDITION: THE FLAME SPREAD - 200 AND THE SMOKE INDEX - 450 15. THE INSULATION FLAME SPREAD AND SMOKE INDEX ARE IN ACCORDANCE WITH 302.10.1 AND 302.10.2 OF THE FBC 2011 6TH ED: THE FLAME SPREAD - 25 AND THE SMOKE INDEX - 450 16, THE WEATHERING, TERMITE AREA AND DECAY AREA IN ACCORDANCE WITH TABLE 301.2(U OF THE FBC 2011 6TH EDITION: THE WEATHERING - NEGLIGIBLE AND THE TERMITE AREA - VERY HEAVY 1 I• THE BACKER BOARD BEING USED BEHIND TILE IN SHOWER 4 TUB AREAS IS IN ACCORDANCE WITH 102,4 OF THE FBC 2011 6TH EDITION: 14'-0" RAIM MIOTM PO C1 SLAB TO ME T F I .E. WE F.UVC=TIN NOTE WALL OEGPION ALL PLU` M NG TO FOLLOW REQUIREMENTS OF THE FBC 201-7 6TH ED 311 211 311 VTR VTR vTR 1 -1 r 211 r- r r TUB 3" 2 its" KITCHEN 211 LAv W.G. VENT L. TUB Ut4DER 211 CAB. SHOWER LAV 211 311 WASHER 311 2� w,c. 311 211 311 11 4 PLUMBING C.O. 4 RISER DIAGRAM TO SEPTIC OR SEWER SCOPE OF PROJECT THIS PROJECT IS TO REPLACE ! OR REFA/R THE DAMAGE ASSOCIATED 531-0:1 25 FLOOR FLAN SCALE: 1/4" - 1'-0" F�a"IE UJ=:L GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE & SHALL CONFORM WITH THE FLORIDA BUILDING CODE & ALL LOCAL CODES. 2. FAMILY ROOMS, BEDROOMS, LIVING ROOMS, SUNROOMS, DENS, HALLWAYS, CLOSETS, OR SIMILAR ROOMS OR AREAS TO HAVE ARC FAULT PROTECTION PER 2014 NEC SECTION 210.12 (B) 3. ALL 15 & 20 AMP RECEPTACLES IN KITCHENS, FAMILY ROOMS, BEDROOMS, LIVING ROOMS, SUNROOMS, HALLWAYS, CLOSETS, OR SIMILAR ROOMS OR AREAS TO BE OF THE TAMPER RESISTANT TYPE PROTECTION PER 2014 NEC SECTION 406.11 4. GFI OUTLETS ARE TO BE INSTALLED IN THE KITCHEN, BATHROOM, GARAGE, & OUTSIDE LOCATIONS AS NOTED (GFI) ON PLANS. 5. FINAL PLACEMENT OF ALL ELECTRICAL COMPONENTS TO BE DETERMINED BY THE ELECTRICIAN OF RECORD IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE & SHALL CONFORM WITH THE FLORIDA BUILDING CODE & ALL LOCAL CODES. 6. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL PLANS EGRESS SH 25 ELECTRICAL LEGEND ELECTRICAL SYMBOL CARBON MONOXIDE - SMOKE DETECTOR COMBO cgA DOOR CHIME EXHAUST FAN LIGHT FAN LIGHT COMBO �l -C L FLUORESCENT 4' LIGHT GARAGE DOOR OPENER GFI OUTLET GFI OUTLET • 42 �{ GFI 42" GFI WATER PROOF &P1-GFI LIGHT (1 YYY� OUTLET PANEL 200 AMP PANEL 200 AMP PULL CORD LIGHT PULL CORD PUSH BUTTON 0 SWITCH W1714 RECENT FIRE DAMAGE, PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE ROOF /S BEING REPLACED WITH A NEW TRUM SYSTEM $ 5V METAL ROOF. ALL DOORS t WIACOU16 ARE BEING REPLACED. SOME INTERIOR / EXTERIOR MODIFICATIONS/FIL R FIRE RESTORATION SALERAT ION FOR THE FOLLOWING PRODUCTS WILL BE 8401 ESTOROAD INSTALLED IN THE STRUCTURE LOCATED AT: FT, PIERCE, O 34951 PRODUCT PROD. DESIGN MANUF. MODEL 0 PRODUCT RENOVATIONS ARE BEING DONE AT THE SAME TIME AS NEEDED... ( ELECTRICAL, PLUMBING, NEW WAL _ FRAMING, INSULATION, ETC ETC.) PRESSURES APPROVAL ALL WORK /S TO BE DONE PER THE FBC 2017 6T,4 EDITION PER THESE PLANS. EXTERIOR SWING DOOR +/-61 PSF THERMA TRU SMOOTH STAR IMPACT FL 5891.2 AREA SQUARE FEET MAIN LIVING 1486 ADDITIONAL LIVING SPACE Be TOTAL LIVING SPACE 1545 ENTRY PORCH 158 GARAGE 261 TOTAL SQUARE 19'10 SLIDING DOOR +/-50 PSF CUSTOM WINDOW 8800 PVC FL 20838.1 SYSTEMS IMPACT LEVEL II SH WINDOW +6T.5 / --15 PSF CUSTOM WINDOW 8100 PVC FL 5823,1 SYSTEMS SINGLE HUNG IMPACT ALTERATION GARAGE DOOR +41.1 / -46.4 PSF HAGS DOOR PAN SERIES FL 16660.11 COMPANY GARAGE DOOR ROOFING 86 PSF EXTREME METAL FABRICATORS LLC 5V CRIMP 26 GA. METAL FL 11022.1 A/C BY OTHERS I HAVE REVIEWED THE ABOVE 18v7 -o-7qD COMPONENTS AND CLADDING, BU�LDINQ COUNTY t ONCPALlD FAsTlNEAS AND HAVE APPROVED THEIR OR ATTACHM NOTICE: It Is Important that the Client and Contractor examine the drawings and documentation In detall. It shall be the final responsibility of the Contractor to review and double check the plans for accuracy and compliance with regulatory agencies. It Is customary and ordinary not to include details well within this knowledge of licensed Contractor. If necessary, further clarification of these plans should be achieved berore signing the construction contract and obtaining a building permit, otherwise the Contractor assumes responsibility for the construction In questton. Methods of construction shalt be determined by the Contractor. •• RELOCATION OF ANY UTILITIES ARE NOT NOTED ON THESE PLANS REVIEWFOR COMPLBI O C ARE THE RESPONSIBILR OF THE USE IN THE STRUCTURE TO REVIEWSqq BY PROVIDE ADEQUATE RESISTANCE DATE R12 ( CONTRACTOR OF RECORD TO THE WIND LOADS AND FORCES PLANS AND PER T MUST BE KEPT ON J B OR _ SPECIFIED BY THE CURRENT CODE NO INSPECTION WILL E MADE PROVISIONS, a�Y AS SIGNED, SEALED 4 DATED HERE. THESE PLANS AND ALL PROP SED wv,,. fit. W >1syrRi ARE SUBJECT TO ANY CORRECTIONS REQUIRED WY FILD ItAraCTORS 71 TAT "- PERM IT w180�-0�40 UAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAME CODES, RECEIVED SEP 0 4 2018 ST. Lucie County, Permitting O � � � W 00 A00 ON 00 O M O A4 Q cp M N w¢ oo C7 U00 ° '3a� OoEro � WaF'p" wH a IA 0 Copyright2018 ROBERSON DESIGN GROUP All rights reserved. REVISION DATI 8/21/18 JOB » 18100 DATE : I/S/18 DRAWN BY SR SHEET 1of2 4 tip, T Top 3 of Plate REAR ELEVATION SCALE: 1/4" - P�4" 5V METAL ROOFING � -ice � � � L' k"I I __ Lt ---------- FRONT ELEVATION LEFT ELEVATION SCALE: 1/4" - I'-0" R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION. Openings And Penetrations Through The Walls Or Callings Separating The Dwelling From The Garage Shall Be In Accordance With Sections R302.5.1 Through R302.5.3, R302.5.1 OPENING PROTECTION. Openings From A Private Garage Directly Into A Room Used For Sleeping Purposes Shall Not Be Permitted. Other Openings Betwsen The Garage And Residence Shall Be Equipped With Solid Wood Doors Not Less Than 13/8 Inches (35 Mm) In Thickness, Solid Or Honeycomb-Cors Steel Doors Not Less Than 13/8 Inches (35 Mm) Thick, Or 20-Minute Fire -Rated Doors. RBOZ5.2 DUCT PENETRATION. Ducts In The Garage And Ducts Penetrating The Walls Or Ceilings Separating The Dwelling From The Garage Shall Be Constructed Of A Minimum No. 26 Gage (0.48 Mm) Sheet Steel, 1 Inch (25.4 Mm) Minimum Rigid Nonmetallic Class O Or Class I Duct Board, Or Other Approved Material And Shall Not Have Openings Into The Garage. R302.5.3 OTHER PENETRATIONS. Penetrations Through The Separation Required In Section R302.6 Shall Be Protected As Required By Section R302.11, Item 4. R302.6 DWELLING -GARAGE FiRE SEPARATION. The Garage Shall Be Separated As Required By Table R302.6. Openings In Garage Walls Shall Comply With Section R302.5. Attachment Of Gypsum Board Shall Comply With Table R102.3.5, The Wall Separation Provisions Of Table R302.6 Shall Not Apply To Garage Walls That Are Perpendicular To The Adjacent Dwelling Unitwall. TABLE R302.6 DWELLING -GARAGE SEPARATION SEPARATION MATERIAL From The Residence And Attics Not Less Than 1/2-inch Gypsum Board Or Equivalent Iled To The Garage Side From Habitable Rooms Above The Garage Not Less Than 5/8-Inch Type X Gypsum Board Or Equivalent Structure(S) Supporting Floor/Gelling Assemblies Used For Separation Required By This Section Not Less Than 1/2-Inch Gypsum Board Or Equivalent Garages Located Lose Than 3 Feet From A Dwelling Unit On The Same Lot Not Lees Than 1/2-Inch Gypsum Board Or Equivalent Applied To The Interior Side Of Exterior Walls That Are Within This Area Q O ON a, M M M � , y0 C.7 W � U O�0 o03a� v'O�rF,)a F ® Copyright 2018 ROBERSON DESIGN GROUP All rights reserved. REVISION DATE 8/21/18 JOB 8 18100 DATE : i/S/18 DRAWN BY SR SHEET 2 of 2