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HomeMy WebLinkAboutBuilding Plansri._/Arya rmar/Amcu rum: 0 PROPERTY OWNER: ST. LUCIE HABITAT FOR HUMANITY, INC 702 SOUTH 6TH STREET FORT PIERCE, FL 34950 PHONE: (772) 464-1117 SITE ADDRESS: PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY 19 11 ski M PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL. 34951 SAINT LUCIE COLJNTY SITE LOCATION 0 Know what's below. Call before you dig. www.call8ll.com APPLICABLE CODES * ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION 2. 2020 FLORIDA PLUMBING CODE, 7TH EDITION 3. 2020 FLORIDA MECHANICAL CODE, 7TH EDITION 4. 2020 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 7TH EDITION 5. 2017 NATIONAL ELECTRIC CODE PROD. APP. PRODUCT FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL PRODUCT APPROVAL SYM. OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER I EXPIRATION DATE PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 20-081107 12/27/2026 PA 2 THERMA-TRU FIBERGLASS ENTRY FBC FL20468.1 DOORS - PA3 HAAS DOOR COMPANY GARAGE FBC FL16-660.11 DOOR PA 4 TAMKO BUILDING PRODUCTS FBC FL18355.1 HERITAGE ASPHALT SHINGLES PA 5 LOMANCO 135 SERIES LOUVERED MIAMI-DADE NOA 16-0510.25 08/17/2021 ROOF VENTS PA 6 GAF ROOFING FELT FBC FL10626 6 tr 6, is Park, Blvd ,_,irtreas Pnirk BhaJ L k e n d H_ v v d kc'h­�5,ndl Blvd j,7 t I SITE X C) Salp,ri-K-1 lld P� L � po!�; IF ort VV a 1 o n �A ter N A 0 -41, 0 X Books Services i-and D c) c t -o r Kill r c h ri: e r i I I 0 SHEET INDEX SHT NO: SHEET TITLE: REV: CS-1 TITLE SHEET G-1 GENERAL NOTES A-1.0 FLOOR PLAN A-1.1 CABINET DETAILS A-2,0 ELEVATIONS A-3.0 DETAILS S-1.0 FOUNDATION PLAN S-2.0 ROOF FRAMING PLAN M-1.0 MECHANICAL PLAN E-1,0 ELECTRICAL PLAN u, 0 1� REVIEWED' CODE COMPLIANCE ST. LUC1E COUNTY Ljrx/-Nvv11,4%3 INV I IL#r_ THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS, PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. T L I VKL)JtU I NUIVIUtK: 10268 REVISIONS: DESCRIPTION I DATE I BY IRE I FOR PERMIT 16/1-1/2021 RB SITE NAME: SALERNO 011 r_ 1NUIVIDIZ-17N.- PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY SITE ADDRESS:T. SALERNO RD FORT PIERCE, FL 34982 SHEET DESCRIPTION: TITLE SHEET SHEET NUMBER: k. - VLAIV3 rKt:rAKCIJ rUK: ABBREVIATIONS AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG. LONG AFF ABOVE FINISHED FLOOR LIN. LINEN AFI ARC FAULT INTERRUPT LGT LIGHT ALUM ALUMINUM L.T. LAUNDRY TUB AHU AIR HANDLER UNIT MAX. MAXIMUM B.F. BI FOLD M.C. MEDICINE CABINET B.P. BI PASS MECH MECHANICAL BLK. BLOCK M.R.H. MEAN ROOF HEIGHT BRKFST BREAKFAST MTL METAL BLK'G BLOCKING MFR. MANUFACTURER BM BEAM MICRO. MICROWAVE BRG. BEARING MIN. MINIMUM BOT. BOTTOM MIR MIRROR CAB CABINET M.O. MASONRY OPENING CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL. METAL CL CENTERLINE OBSC OBSCURE CLG. CEILING O.H.D. OVER HEAD DOOR CLO CLOSET OC ON CENTER CLR CLEAR OPP OPPOSITE CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT CONC. CONCRETE P.S.I. POUNDS PER SQUARE INCH CONN CONNECTION P.T. PRESSURE TREATED CSMT. CASEMENT PART'N. PARTITION CTR CENTER PH PHONE DBL. DOUBLE PKT. POCKET DF DRINKING FOUNTAIN PL PROPERTY LINE DIA. ° DIAMETER PLYWD. PLYWOOD DISP. DISPOSAL PNL PANEL DP DESIGN PRESSURE R RADIUS DR. DOOR REF REFIGERATI-)R DW DISH WASHER REINF REINFORCE: REINFORCED EA EACH REQ REQUIRED E.E. EACH END RM ROOM EJ EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL S.C. SOLID CORI ELEV. ELEVATION SCHED SCHEDULE EMER EMERGENCY S.G.D. SLIDING GL /- SS DOOR ENCL ENCLOSURE SF SQUARE F(,(DT EQ EQUAL SH SINGLE HU? pG E.S. EACH SIDE SH SHELF ESP ELECTO STATIC PAINT SHWR SHOWER EW EACH WAY SPEC SPECIFICATION EXT. EXTERIOR SMS SHEET METAL SCREWS EXT'G EXISTING SQ SQUARE EXP EXPANSION SS STAINLES` STEEL F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS FDN FOUNDATION STD STANDARD FIN. FL. FINISH FLOOR STL. STEEL FLUOR FLUORESCENT SW SWITCH FO FLOOR OUTLET SYM SYMMETRIOAL F.R. FIRE RATED TEMP. TEMPEREDFR. DR. FRENCH DOOR T.B.THROUGH =-�-7 FRAM'G FRAMING FT FOOT OR FEET T.BM TIE BEAM THK THICK FURR FURRING T & G TONGUE & GROOVE G.T. GIRDER TRUSS TOB TOP OF BE /- M GA. GAUGE T.O.B.B. TOP OF g()IJD BEAM GALV. GALVANIZED T•O.PL. TOP OF W(�'_= PL� GFI GROUND FAULT INTERRUPT T.O.T.B. TOP OF TIE SEAM GL. GLASS TPH TOILET PAPER HOLDER GL. GROUND GYP GYPSUM TYP. TYPICAL GYP. BID. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRITERS LABORATORIES HB HOSE BIBS HC HOLLOW CORE VERT VERTICAL V.I.F. VERIFY IN FIELD HGT. HEIGHT W.A. WEDGE ANJCHORS HORZ. HORIZONTAL HM HOLLOW METAL W/ WITH WC WATER CLOSET HPS. HOOPS WD• WOOD HR HOUR HVAC HEATING VENTILATION AIR COND. WH WATERHEATER HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING PAACHINE W/O WITHOUT ID INSIDE DIMENSION WP WATERPROOF INSUL INSULATION WPH WALL PHONE INT. INTERIOR WSCT WAINSCOT LAM. ° LAMINATE WT WEIGHT GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE= ENGINEERING, LLC. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE: RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENITS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS :SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTOR:; RESPONSIBILITY TO PROVIDE ALL NECC- SSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL- BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND :SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF'WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIPED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. FLOOR PLAN NOTES -1. NATURAL VENTILATION: I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL. 2. SAFETY GLAZING ALL GLAZING IN SLIDING AN',D SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER 2010 F.B.C. 2406A & R308A ALL GLAZING IN ANY HAZARDOUS LOCATION OP A BUILDING WITH SILL LESS THAN 60" A F.F. SHALL BE SAFETY GLAZED AS PER 2010 F.B.C. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A DOOR SHALL BE TEMPERED. 3. FIRE BLOCKING PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 4. SHUTTERS STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. 5. ROUGH OPENINGS VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6, EGRESS WINDOWS EGRESS WINDOWS SHALL BEE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX.. 7. INTERIOR NON -BEARING WALLS 25 GA., 3" STEEL STUDS @ 24"' O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE FASTENED TO SLAB -ON -GRADE BELOW WALL. 8. BATHTUB AND SHOWER SPACES BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6-0" ABOVE THE ROOM FLOOR LEVEL. 9. GARAGE SEPARATION FROM DWELLING UNIT GARAGE SHALL BE SEPARATIED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 10. GARAGE DUCTS DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO OPENINGS INTO THE GARAGE. 11. EXTERIOR OPENINGS NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A [DISTANCE OF LESS THAN 6-0". 12. BACKING FOR CABINETS PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP @ &4' A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR CABINET ATTACHMENT. 13. WOOD FRAME WALLS WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14. SAFEGUARDS WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.7.3. REINFORCED MASONRY NOTES 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-08). 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C90, fm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 SF OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIS. WITH A f OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED I -OR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRABOND EPDXY". 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMIT ED AND APPROVED PRIOR TO CONSTRUCTION. CONCRETE NOTES 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" - SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND COLUMNS 1-1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLI=.T STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE [DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR [DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318-08)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISI__ NOTED), ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THI FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES: 1. SLAB ON GRADE: 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X Wl A WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER BARS: ALL 13ARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNFRS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS), 3. INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. FRAMING PLAN NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY' OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2" X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. ELECTRICAL PLAN NOTES 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, NEC. 7. GARAGE DOOR OPENER TO BE GFI PROTECTED. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING., LOT LINE & 10' ABOVE GRADE PER F.B.0 P3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6 STRUCTURAL DESIGN STATEIlNlENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: x FLORIDA BUILDING CODE x ASCE 7 (EXPOSURE CONDITION) C CONSTRUCTION TYPE: V3 OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: PARTIALLY ENCLOSED x ENCLOSED OPEN TESTED (WIND TUNNEL) BUILDING HEIGHT: x 5 60FT. (ASCE 7) > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 25' - 3" - (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: _ (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7-10 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 31.18 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 20 PSF BOTTOM CHORD LIVE LOAD: 0* PSF CONCENTRATED LOAD AT ALL BOTTOM CHORD PANEL JOINTS (HVHZ ONLY): 200 LB . * TRUSSES TO BE DESIGNED WITH 10 PSF BOTTOM CHORD LIVE LOAD NON -CONCURRENT TO OTHER LIVE LOADS. ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 15 PSF BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT: 10 PSF TOTAL FLOOR TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 40 PSF BOTTOM CHORD LIVE LOAD: 0 PSF FLOOR TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 20 PSF BOTTOM CHORD DEAD LOAD: 5 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TL: L/240 . ROOF LL: L/360 . FLOOR TL: L/360 . FLOOR LL: L/480 . MAXIMUM DEFLECTION: 1.5" SOIL BEARING CAPACITY: 2500 PSF - UKAVVlr4%j NU 1 II.0 THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. PROJEC-1 NUMBER: 10268 DESCRIPTION r`. FOR PERMIT• �. w •. T PARCEL ID: 1301-606-0066-000 SALERNO r FORT PIERCE, FL 34951 SAINT LUCIE COUNTY 6 1 t r PIERCE, 34982 ►. _ .9 1 UFUIN; _ GENERAL, mm» rLANZo VKtVAKtU I -UK: 4" TO S.S. 3" VTR e SQUARE FOOTAGE SCE. FT. LIVING 1291 S.F. GARAGE 202 S.F. COVERED PORCH 150 S.F. TOTAL: 1643 S.F. VOLUME UNDER AIR 10,328 CU. FT. r 3 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014 - PLUMBING. 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. 3. WATER PIPING IN BUILDING SHALL BE ONE: OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BUILDING. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATEID UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETURN PIPING IN RI=CIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. 8" 2" } 001 DIRECTION OF TRAVEL n 2"0 MIN. SCH. 40 PIPE 1/2" .X 2 3/4" STUD ANCHOR OR EQUAL 1/4" STEEL PLATE GARAGE FLOOR SLAB 4" MIN THICKNESS. 2 PROTECTIVE BOLLARD \A-1 0 SCALE (24 X 36): 3/4" = V 0" INTERIOR DOOR SCHEDULE SIZE DESCRIPTION REMARKS 2868 6 - PANEL HOLLOW -CORE ❑B 3068 6 - PANEL STEEL © 4068 4'- 0" X 6'- 8" BI-FOLD STRUCTURAL NOTES: 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2. SOIL BEARING CAPACITY: 250CI PSF (MIN.). 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: 1-1/2". 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. 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 MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -SHANK NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD. 11. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 IDIA. 12. LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 13. PROVIDE #5 CORNER BARS W/30" MIN, LAP SPLICE FOR BOND BEAM. 14. STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" O HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. WALL FINISH / INSULATION NOTES: 1. INTERIOR TO BE 1/2" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/2" THICK WITH (13 GA., 1-3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1-1/4" LONG, ANNULAR -RINGED; 5d COOLER NAIL, 0.086" O, 1-5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" 0, 1-5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.G. FOR SCREWS. 3. WALLS AT SHOWER TO BE TILE:. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702A.1 & FRC 702.4.2) 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SEC- ION FRC; 316. 7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396, OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. 8. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR LIL 723. ENERGY CONSERVATION NOTES: 1. RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA, BULDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2, S. WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT, AND MUST BE TESTED, LISTED, AND LABELED IN ACCORDANCE WITH R402.4.3. 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH F13C 2014 ENERGY CONSERVATION R401.3. EXTERIORINDOW SCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) PRODUCT APPROVAL (FT -INCHES) MANUFACTURER NUMBER EXPIRATION OPENING PRODUCT RATED SYM. ITEM LOCATION DESIGN DESIGN PRESSURES PRESSURE; POS. NEG. O23SH WINDOW KITCHEN 3'- 2" X 3'- 2 7/8" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 O2 25SH WINDOW BEDROOMS 3'- 2" X 5'- 3 112" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 O3 35SH WINDOW LIV ROOM 4'- 6" X 5'- 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 O4 2580 SERIES GARAGE DOOR GARAGE 8' - 0"X T - 0" HAAS DOOR SEE ELEV'S +31.3 -34.9 FL16660.11 - THERMA-TRU 3068 OUTSWING DOOR W/ WD. LIVING ROOM 3'- X 6'- 10" THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5 O FRAME; THSHLD.; PEEP HOLE - THERMA-TRU 3068 OUTSWING DOOR WITH WD. DINING ROOM 3'- X 6'- 10' THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5- FRAME; THSHLD. 40" X 40" A/C PAD ELI-C. PANEL "A" 120/240V 10 200A MLO 28' +32.4 -35.3 1 V-6" 3-4" 0 w C 0 X O CV zo MASTER BEDROOM 6"X11'-4" ❑A BATHROOM #1 14'-4"X13'-4" ire Il 11 0 EWH ' LAUNDRY ROOM 6'-4" r- -- 61101. - NASHER/ DRYER OPENING -T P, OM #2 10' - 4" 4'-.2" - PANTRY A O I KITCHEN 9'-10"X10'-4 C4-:33.5 � 6.3 b ' NGE� FREFRIGQI�ENTENING .. „ v PROTECT V BOU ARD E DETAIL 2/A- .0 ATTIC ACCESS -11'- 0 0 I 6' CLOSET 2'-0"X 4'-10" C- 0 0 16-10" O 12'-6" +32.4 -35.3 0o BEDROOM #2 0 10'-6"X10'-0" IC CLOSET 2'-0"X4'-10" o BEDROOM #3 0 10'-6"X10'-0" r DINING NtOOM 13`- 8"X116'-4" LIVING ROOM 1 I O+32.0 O +31.6 -34.8 -34.5 I I I COVERED PORCH 6'-0"X16'-0" I PRE CAST LINTEL BEAM I (TYP.) i I T16'-8" 28' 8X16CMU COLUMN 1 FLOOR PLAN A-� SCALE: N.T.S. +32.4 -35.3 O e� UKHVV11�f47 IVU I It,t THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ' rKUJt1.; I (NUMbtK: 10268 .71 1 C NIAIVIC: PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY F PLAINS VKtFAKtU t-UK: UKAVVINU NU I R.,r— THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. PROJECT i%l;Flli5E&: 10268 REVISIONS: DESCRIPTION FOR PERMIT R11 I I m of.A.1-1711 PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY S. 111=w,A.lplpfz4 rll-ANZ�) VKtVAKt:U F'UK: TOP OF BEAM - 8'-0"AFF STUCCO (TYP.) 0'-0"FF 1 7 -0'-4"FF- GARAGE 9 TOP OF BEAM - 8'-0"AFF 0'-0"FF SHINGLES 12 (TYP) 4 L�N J_L_LL_J_I_1_L_LL_1J_1_I__LJ__11 1J_J__Ll_L1_11__LL_L1_11.__.LLJ_L_LL_J-I_1_L_LL_ ) +9.3 .A 1' - 0" (TYP 7 ;- 70 ; -31.8 +28.8 ; -38.1 TOP OF BEAM - 8'-0"AFF 0'-0"FF 1 FRONT ELEVATION 2 RIGHT ELEVATION A-2.0SCv-E: N.T.S A-2 O SCALE: N.T.S. B SHINGLES 12 SHINGLE) 2 (TYP.) 4 (TYP. 4 t„ Ll__1�_1J_JJJJ__L1_L1_J1__LL_L1_11__LLJ_1._11_J_LJ_L_LL_1J_���-L1__1.1_1J 1' - 0" (TYP.) STUCCO (TYP.) E L_ _ E +29.4 ; -39.3 +29.4 ; -39.3 3 REAR ELEVATION A-2.0SCALE: N.T.S. TOP OF BEAM - �--`-L u u u �l�-" --_JJ_1_L_LIL1_L1_11LL1_1L_ 8'-0"AFF 0'-0"FF _1_L_JJ_1_L_LL_1J_1J�_IJ__11_L�_J1__L1_L1_11__LL L1._11__I_LJ_L_LL_J_I_J_L_LL_1J_1_I__LJ__11_LJ_JJ__L STUCCO +27.6 ; -30.0 (TYP.) 4 LEFT ELEVATION ��-o -SCALE: N.T.S. 11_11__LL -1�-�) 1' - 0" (TYP.) I -.- L Mmvv11Vi9 I1IU I I%A= THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ' rKUJtt; i NUMt3tK: 10268 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 6/11/2021 RB - 011 r- Nulvlol: '. PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY SALERNO RD FORT PIERCE, FL 349U SHEET DESCRIPTION: A a rLKINJ rKtVAKtU II -UK: STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) 1X6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #2 AND ° ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #4) FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. WOOD TRIM SEE WATERPROOFING NOTE_ #5 ANCHOR DOOR JAMB HEADER THROUGH FRAME AND BUCK'TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS (MIN. 1.25" EMBEDMENT) 1 EXTERIOR DOOR BUCK DETAIL _J36 SCALE: N.T.S STUCCO CEMENT FINISH CMd WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #4) SCALE: N.T.S. NOTE: WINDOW FRAME SHOULD BE COMPLETELY �,EATED ON THE BUCK. IN NO INSTANCE HALL THE FRAME OVERHANG THE BUCK. FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATERPROOFING NOTE 45 ANCHOR 1X3 P.T. (MIN.) BUCKWITH SEALANT PER WATERPROOFING NOTE #2 AND ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL (NAILS @ 8" O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) ANCHOR. WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR. FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. W O.H.G.D. TRACK BRACKETS TO P.T. BUCK THIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED FIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #4). CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1). SET SILL IN FULL MORTAR BED. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2X6 BUCK W/ PER GARAGE DOOR MANUFACTURER'S SPECIFICATIONS (OR AS NOTED BELOW). 3.25" MIN. EDGE DISTANCE CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #5 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL 3/4" FURRING TO MASONRY WALL #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING EACH SIDE. wi-J13C193� J 2X6 P.T. (SYP) WOOD JAMB FASTENED W/ 5/8" S.S. 304 EXPANSION ANCHOR (MIN. 3 - 1/2" EMBEDMENT) W/ 2" SQUARE WASHERS SPACED @ 24" O.C. MAX. (8" MAX. FROM ENDS) O.H.G.D. BUCK DETAIL SCALE: N.T.S. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER'.. CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5). CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1). SET SILL IN FULL MORTAR BED. STUCCO OR DECORATIVE CEMENTITIOUS COATING. 8" C.M.U. PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 4 1 PRECAST CONCRETE WINDOW SILL DETAIL SCALE: N.T.S. uRNvvlN%.7 INV I IL+C THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. VKUJtU I NUMBER: 10268 011 [z 111u1vior-m: PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY JI 1 C Huumr-oo: . r r r • i ,/ ailCr_ I Ljr-a%.►mlr 1 IVIN: rLANz) rKt:rAKi=u I-L)K: 12 4 a STUCCO CEILING: STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMBER) PRE -CAST LINTEL PER LINTEL SCHEDULE FLOOR FINISH BY CONTRACTOR v .. a SHINGLES OVER 30# ROOFING FELT ON 19/32" CDX PLYWOOD ROOF SHEATHING NAILED W/ 8d RINGSHANK NAILS PER DETAIL. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MIAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR. SCHEDULE. METAI._ FLASHING (DRIP EDGE) 2X6 P.T. WD. FASCIA (OPTIONAL 2X6 CEDAR FASCIA) VENTED SOFFIT PER SOFFIT DETAIL #5 REBAR W/ 90 DEGREE HOOK 8" X 8" X 16" CONCRETE BLOCK COLUMN 2 - #5 VERT. BARS IN (3,000 PSI) CONC. FILLED CELLS �--- 5/8" THICK STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE (2,50f) PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS. 4OVER /- FINISHED GRADE TYPICAL PORCH SECTION SCALE: N.T.S. INSULATION SCALE: N.T.S. 12 4 R-30 BLOWN INSULATION 1/2" DRYWALL (WALL-S AND CLG.) 8" X 8" X 16" CONTINUOUS CONC. BEAM BLOCK W/ (1) - #5 BAR IN (3,000 PSI) CONC. FILLED CELL 8" PRECAST LINTEL WI'/ (1) - #5 BAR IN (3,000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION) R5 BLUEBOARD INSULATION 1/2" DRYWALL ON 1X2 FIRRING @ 16" OR 24" O.C. WOOD OR VINYL BASE FLOORING BY CONTRACTOR D .. D s. s s SHINGLES OVER 30# ROOFING FELT ON 19/32" CDX PLYWOOD ROOF SHEATHING NAILED W/ 8d RINGSHANK NAILS PER DETAIL. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) asC• "SIMPSON" STRAP PER TRUSS CONNECTOR SCHEDULE. METAL FLASHING (DRIP EDGE) 2X6 P.T. WD. FASCIA (OPTIONAL 2X6 CEDAR FASCIA) `- VENTED SOFFIT PER SOFFIT DETAIL #5 REBAR W/ 90 DEGREE HOOK 8" X 8" X 16" CONCRETE BLOCK (MASONRY) 8'- 0" WALL HT. #5 VERT. REBAR IN (3,000 PSI) CONC. FILLED CELL (SEE FOUNDATION PLAN FOR LOCATIONS) __�-- 5/8" THICK STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE (2,500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS. 4° VER FINISHED GRADE I TYPICAL BLOCKWALL SECTION SCALE: N.T.S. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2. LAYERS) OF 15# FELT OVER WOOD FRAMING MEMBERS (TRUSS TAILS). STUCCO SOFFIT DETAIL SCALE: N.T.S. �- 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" 4X4 POST PER DETAIL METAL RUNNER - 2X6 TOP CAP W/ (2) - 1/4" X 3" LAGS EACH POST 2X4 WOOD FRAMING @ 16" O.C. OR ± 1 - 40" - 1X1 OR 2X2 WD PICKETS 1 - 1/2" X 3 - 5/8" METAL STUDS @ 6" O.C. - 2X6 BOTTOM CAP W/ (2) - 1/4" X 3" LAGS EACH POST 1/2" DRYWALL BOTH SIDES 2X4 BOTTOM PLATE OR 1-1/2" X 3 - 5/8" METAL RUNNER W/ TAPCONS OR CUT NAILS @ 2' - 0" O.C. (10d NAILS FOR WOOD FLOOR TOP OF SLAB 1 DECO RAIL DETAIL SCALE: N.T.S. FOUNDATION SCHEDULE FTG. SYM. FTG. SIZE & REINFORCEMENT F1 16" D X 12" W (2,500 PSI) CONCRETE MONOLITHIC FOOTING V1// (2) #5 BARS CONTINUOUS FZ 12" D X 12" W (2,500 PSI) CONCRETE MONOLITHIC FOOTING W/ (21) #5 BARS CONTINUOUS (STEP FTG). F3 36" X 36" X 16"D CONCRETE PAD FOOTING WITH 3 #5 BARS AT 8" INCHES OC EACH WAY AT BOTTOM F4 12" X 12" CONCRETE MONOLITHIC FOOTING WITH (1) # 5 BAR CONTINUOUS 4" THK (2,500 PSI) CONCRETE SLAB W/ FIBERMES OR 6"/ 6" S1 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL. NOTE: PROVIDE DRIP PAN NOTE: LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR & DRAIN LINE TO EXTERIOR SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF FOR W.H. & A.H.U. THE THRESHOLD. EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. WHEN EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE NOT AT GRADE, THEY SHALL BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH R311.7. #5 BAR - VERTICAL IN FILLED CELL (TYP.) 8" CMU - WALL (TYP.) 28' 6'-4" - I I - 6-6" I ®® ® ® _nT inn Itr ----------------------------------------------------- I L6 L5 --- ---i F1 I I I I F1 i j I I I I I I I I I I I I I I I I I I S1 I I i I I I I I I I ® I I i I I I I I I I I I i I I i I I I I I I I I ® I I I I I I I i I L I i I 40" X 40" Lj\_J I i A/C PAD 36" X 62" LEVEL ® I I I r-------- _ __ I i LANDING CENTERED --� ON DOOR I i I I I I I I I I I I I I L3 I i 4" STEP ® I I t4__j II I II I II I I I S1 I I ® I I I I I I I r— — — — I I F2 — — — —---------i 4" STEP q � I I I I I I i I I I I I I I I I I 4" STEP ® I I I j I I I S1 j I I I F2 I I Fl I I Fl @ @I ------------------------------ --- I i w O I ® FL SH - 7'-2" I i I J O I -2"-- I I I I I I I I ® o F4 I I I S1 ry I I I F1 I F4 f --- I I L8 i I 19 I I ® L — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RECESS FOR 11'-4" T 16'-8" O.H.D. 28' 1 FOUNDATION PLAN S'_'� .0 SCALE: N.T.S. 3' a xl f THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. I;dlW—Al9N7A;dj4;a;fAjj4;4MjjL f1j,* 6 6 ATTIC VENTILATION TOTAL FREE VENT ACTUAL ATTIC REQUIRED AREA TOTAL (AREA/300) SQ. FT SQ. IN. SQ. FT. SQ. IN. 1643 236,592 5.48 788.64 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/16.0) OF SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 2.74 394.32 3 2.74 394.32 24.65 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: 4" 1 SQ. FT.(144 SQ. IN.) /EA. WIDE X 24" LONG @ 4'O.C. ROOF TOP VENTS SOFFIT VENTS REQUIRED = 3 REQUIRED = 13 40" Xl 40 A/C :DA1 ELEC. PANEL "A" 120/240V 10 200A MLO 1 AHU PROTECTIV BOLLARD SE DETAIL 2/A-1. MECHANICAL PLAN llM--1 J-O SCALE: N.T.S. 1310-11THIZOVIVI10WA I Loliq THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: MI!IIIIII VKUJtL; I NU[VlbtK: 10268 REVISIONS: !Mom DESCRIPTION om 1-311imer—alillPip S PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY SALERNO RD FORT PIERCE, FL 3498PI 2��� rLANZ) VKtrAKCU rUK: (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT FOR O.H. ELECTRICAL SERVICE M 200A 200A 10 3W, 120/2'40V 10 200A METER � O 200A 200A 10 3W, 115/230V 200A METER O MAIN/DISCONNECT PANEL FLUSH MOUNTED NEMA-1 MAIN/DISCONNECT PANEL CCOMBO A' COMBO 'A' 0 NOTE: ALL WIRE TO BE COPPER. (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8'- 0" GALVANIZED GROUND ROD FOUNDATION COLD STEEL WATER PIPE 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE -1.0 SCALE: N.T.S. 1,291 SQ FT (2) SMALL APP 'CIR. DRYER RANGE (ELECTRIC) LAUNDRY LOAD CALCULATIONS 7508 COQUINA AVM FORT PIERCE, FL 3495" 3,873 WATTS (1) WATER HEATER (ELECTRIC) WP TUB (OPTION) REFRIGERATOR IRR. PUMP (OPTION) WELL PUMP (OPTION) MISC. FIRST 10 KW @ 100% REMAINDER Q 40% A/C #1 @ 100% 3,000 WATTS 5,000 WATTS 12,000 WATTS 1 ,500 WATTS 4,500 WATTS 1,200 WATTS 1,200 WATTS 1,800 WATTS 2,000 WATTS 5,000 WATTS 41,073 WATTS SUB TO -'-AL H0'_ SE 10, 000 WATTS 12,429 WATTS 12,000 WATTS 34,429 TOTAL WATTS 43.5 TOTAL CONP.ECTED LOAD USE 2 -BOA SERVICE NOTE: ALL WIRE TO BE COPPER. (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT FROM U.G. ELECTRICAL SERVICE (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8'- 0" GALVANIZED GROUND ROD FOUNDATION COLD STEEL WATER PIPE 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE -1 .0 SCALE: N.T.S. ELEC. PANEL "A" 120/240V 10 200A MLO ELEC. METER - LOCATION ---- DETERMINED BY HABITAT GEINERAL ELECTRICAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONIDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY 13EFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY :3PECIFICATIONS IS IN THE BID. 6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS, A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 7. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON K40NOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. 8. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 9. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. 10. ALL 125 VOLT 15 & 210 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406A 1. 11. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. 12. GARAGE DOOR OPENER TO BE GFI PROTECTED. 13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 15. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. 16. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE. 17. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER, 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYRE. 18. ALL DEVICES SHALL. BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. 19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT IN1ERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPP. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. 20. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2011 210.12 (A)(1) THROUGH (6) 21. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE. 12" TO CENTER TELIEPHONE JACKS. 46" TO CENTER OF LIGHT SWITCHES. 16" TO CENTER OF RECEPTACLES. 46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS. 42" TO CENTER BATH RECEPTACLES. 12" TO CENTER TELIEVISION JACKS, 22. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 24. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. i CU 220V DISC -- 1 ELECTRICAL FLOOR PLAN E-1.O SCALE: N.T.S. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH 3 THREE WAY SWITCH Q PUSH BUTTON SWITCH 8 DUPLEX RECEPTACLE - 8 DUPLEX RECEPTACLE - ONE W/ SW17-CH 220V OUTLET LIGHT FIXTURE C; RECESSED LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE - PC PULL CHAIN LIGHT FLOURESCENT LIGHT FIXTURE'. FLOURESCENT ® FAWLT EXHUAST FAN/LIGHT COMBOCOMBO _ JB FANIT COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH ' ® SMOKE DETECTOR sG COMBINATION SMOKE/CARBON MON. DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER - FUEL GAS W/ SHU 1 OFF VALVE UKAVVII's U NU I IC.t THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. _... �... ..�me-.... in a •.Am�eew ems_ REVISIONS:won DESCRIPTION _lFOR PERMIT mmm F,"l l l mm►IlFi'1�t SI 1 C INUIVIt5tK: PARCEL ID: 1301-606-0066-000-7 SALERNO RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY SALERNO r r FORT PIERCE, FL • SHEET UhZSL;KlV 1 It.DN: r.