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HomeMy WebLinkAboutBuilding Plans: 11 • • • 1 : Know what's below. Call before you dig. www.collBlI.com a I T E I TI PROPERTY OWNER: ST. LUCIE HABITAT FOR HUMANITY, INC 702 SOUTH 6TH STREET FORT PIERCE, FL 34950 PHONE: (772) 464-1117 SITE ADDRESS: 7503 SEBASTIAN RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY p 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 El 7503 SE13ASTIAN RD FORT P11=.RCE, FL 34951 SAINT LLJCIE COUNTY a a C & C PRODUCT APPROVAL NUMBERS PROD. FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL PRODUCT APPROVAL APP. PRODUCT OR MIIAMI-DADE N.O.A. OR N.O.A. NUMBER EXPIRATION DATE SYM. 12/27/2026 PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 20-0813.07 THERMA-TRU FIBERGLASS ENTRY PA 2 DOORS FBC FL20468.1 - HAAS DOOR COMPANY GARAGE PA3 DOOR FBC FL16-660.11 - TAMKO BUILDING PRODUCTS A 4... ,_�....,. .. A E�ASPHAL`T"SHINGLE?Sf LOMANCO 135 SERIES LOUVERED PA 5 ROOF VENTS MIAMI-DADE NOA 21-0323.07 07/29/2026 PA 6 GAF ROOFING FELT FBC FL10626 - SHEET INDEX SHT NO: SHEET TITLE: REV: CS-1.0 TITLE SHEET _ G-1.0 GENERAL NOTES _ A-1.0 FOUNDATION PLAN _ A-2.0 FLOOR PLAN _ A-2.1 FRAMING PLAN _ A-3.0 ELEVATIONS _ A-3.1 ELEVATIONS _ A-3.2 KITCHEN CABINET PLAN AND ELEVATIONS _ S-1.0 STRUCTURAL DETAILS _ S-2.0 ROOF FRAMING PLAN _ M-1.0 HVAC LAYOUT - E-1.0 ELECTRICAL PLAN - P-1.0 PLUMBING PLAN - WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC uC[1AVV1N%j IVV 1 IIrC 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: signed by Ryan M Bays _ cyan. Bays@ W H Engineering. net, In M Bays, O=Whole House ONS��ttrttit,irttrf�t ring LLC, L=Fort Pierce, S=Florida,�� am approving this document 121.11.24 10:43:07-05'00' s.'« 0. .« ST1 F UfVMVVIIWV NV 11%.►C: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER:—��°—■- 110279 Kr_V151UNb: DESCRIPTION DATE BY RE FOR PERMIT [PERMIT 05/24/2021 RB - COMMENTS 11/24/2021 RB 1 SITE NAME: SEBASTIAN a71 l c Irulnae=r�: 7503 SEBASTIAN RD SITE ADDRESS: 7503 SEBASTIAN RD FORT PIERCE, FL 34951 TITLE SHEET 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 BILK. BLOCK M.R.H. MEAN ROOF HEIGHT BRKFST BREAKFAST MTL METAL BLK'G BLOCKING MFR. MANUFACTURE[ 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 CENTER LINE 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 SrJUARE INCH CONN CONNECTION P.T. PRESSURE THE/:TED 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 REFIGERATOR 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 CORE ELEV. ELEVATION SCHED SCHEDULE EMER EMERGENCY S.G.D. SLIDING GLASS DOOR ENCL ENCLOSURE SF SQUAREFOOT EQ EQUAL SH SINGLE HUNG 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 STAINLESS STET=L 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 SYMMETRICAL F.R.YM .R. FIRE RATED FR. DR. FRENCH DOOR TEMP. TEMPERED FRAM'G FRAMING T.B. THROUGH BOLT FT FOOT OR FEET T.BM TIE BEAM FURR FURRING THK THICK G.T. GIRDER TRUSS T & G TONGUE & GROOVE GA. GAUGE TOB TOP OF BEAM GALV. GALVANIZED T.O.B.B. TOP OF BOND SEAM GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE GL. GLASS T.O.T.B. TOP OF TIE BEAM GND. GROUND TPH TOILET PAPER HOLDER GYP GYPSUM TYP. TYPICAL GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTE[) OTHERWISE HB HOSE BIBB UL UNDERWRITERS LABORATORIES HC HOLLOW CORE VERT VERTICAL HGT. HEIGHT V.I.F. VERIFY IN FIELD HORZ. HORIZONTAL W.A. WEDGE ANCHORS HM HOLLOW METAL W/ WITH HPS. HOOPS WC WATER CLOSE HR HOUR WD. WOOD HVAC HEATING VENTILATION AIR COND. WH WATERHEATEP HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE ID INSIDE DIMENSION W/0 WITHOUT INSUL INSULATION WP WATERPROOF INT. INTERIOR WPH WALL PHONE LAM. LAMINATE WSCT WAINSCOT WT WEIGHT IN GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 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. j 4. GENERAL CONTRACTOR SHALL BL 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 COMPONENTS, 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 CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY 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 INSTRUME=NTS 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 RESPOINSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMATIC, AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. 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, MECHANICAL. 2. SAFETY GLAZING ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZES) AS PER F.B.C. 2406A & R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" A.F.F. SHALL BE SAFETY GLAZED AS PER 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 ACCEEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTE-_CTED 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 BE 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.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AFF AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FRC. 7. INTERIOR NON -BEARING WALLS 25 GA., 3.5" STEEL STUDS @ 24" (D,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 SEPARATED 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 PENT=TRATING 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 @ 8'-0" 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 PAR 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 SHAI-L 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) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1). 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 MIX 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 I-APPED 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 FOR 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 UL-TR:ABOND 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 SUBMITTED 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 13ILLET 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)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWI.)'I-- NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE 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 UNI I 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 W1.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., OH 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED -10 MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER BARS: ALL. BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS 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 T-RUSS 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. 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE (PRESSURE TREATED. 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 i 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 NEC SECTION 250.94. 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 i 8. FIXTURES, LAVATORIES AND SINKS SHALL BE INSTALLED A MINIMUM OF 4" FROM FINISHED SIDE WALLS. WATER CLOSETS SHALL BE INSTALLED A MINIMUM OF 15" FROM FINISHED SIDE WALLS OR TOILET PARTITIONS TO CENTERLINE OF FIXTURE (18" TO CENTERLINE FOR HANDICAP FIXTURES. STRUCTURAL DESIGN STATEMENT 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, & RELATEII ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: El FLORIDA BUILDING CODE x❑ ASCE 7 (EXPOSURE CONDITION) C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: PARTIALLYEI`4 SED �] ENCLOSED ❑ 0PEi: L1 TESTED (WIND TUNNEL) BUILDING HEIGHT: ff] s 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT:_ 12'- 0". (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: II (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7 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 PEESSURE 28.38 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 ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 10 PSF REVIEWED ':0 1 BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD "T LCIE "OUNT ' TO RESIST WIND UPLIFT: 10 PSF TOTAL 61 C G FLOOR TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 0 PSF BOTTOM CHORD LIVE LOAD: 0 PSF FLOOR TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 0 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TL: L/240 . ROOF LL: L/360 . FLOOR TL: N/A FLOOR LL: N/A MAXIMUM DEFLECTION: 1.25" SOIL BEARING CAPACITY: 2500 PSF 4 rL/NNot t'1-Q:,t'AKtU tSY: W1-110LE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PI ONE: 772-409-1003 ''IPYRIGHT c 2016 WHOLE HOUSE ENGINEERING LLC L)M/1MNI1"It7 ICU I I U C TI-IESF 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. ENGINFFFING LICENSE: ��1�11ytR419171ftlltttl No. 01 S I Al I: 1)r rrl 70 11€altstOt LimmVII`A" INU 1 II.C: THESE DO( U1IENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT T HE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC VK1JJt:.t.I NUIVlbtK: 10279 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - all IZ I141AIwI17. SITE NUMBER: 7`"103 SEBASTIAN RD 011 C rr_ar i ok7. 7�: 0"") SEBASTIAN RD FORT PIERCE, FL 34951 bHtt I I1111VItitK: a a 8" CMU RECESS CMU 1.5" 30" MIN. LAP --- DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH jt 0'-0" — - ----- -- ------ TOP OF SLAB 1 -4 12" MIN. 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF -=--- OR FIBERMESH ON 6-MIL POLY ETHYLENE ° VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 3" MIN. COVER -F 1'-4" -- STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS A EXTERIOR WALL MONOLITHIC FOOTING A-1 .o . SCALE (24 X 36): 1/2" = 1' - 0" 30" MIN. LAP 'I t 0'-0" TOP OF HOUSE SLAB 12" MIN. i 3" MIN. COVER V-4" CURB HEIGHT VARIES. DOUBLE W.W.F. T @ EDGE BEYOND FOOTING HAUNCH -2-1/2" (VARIES DUE TO SLOPED FLOOR) TOP OF GARAGE SLAB 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS GARAGE CURB MONOLITHIC FOOTING SCALE (24 X 36): 1/2" = 1' - 0" FOUNDATION PLAN A-1 .o SCALE (24 X 36): 1/4" = 1' - 0" -2-112" (VARIES DUE TO SLOPED FLOOR) TOP OF GARAGE SL 30" MIN. LAP 1'-4" VARIES - 3" MIN. COVER 8" CMU CURB HEIGHT VARIES. r- DOUBLE W.W.F. 3' @ EDGE I BEYOND FOOTING HAUNCH ± 0'-0" i % p _ TOP OF HOUSE SLAB 4 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE 0 0 0 ' VAPOR BARRIER ON WELL -COMPACTED \ AP CLEAN TERMITE TREATED FILL �l 1�-4�� I`�\� STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS INTERIOR BEARING WALL MONOLITHIC FOOTING SCALE (24 X 36): 1/2" = 1' - 0" w�lry II II V IV �I j� I� COUNTY'LUCIE 111I THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT ,GALE DRAWINGS. PLEASE CONTACT DESIGNER WI'Tf I ANY QUESTIONS REGARDING DIMENSIONS. MI'f�7II'IL-CKIINU LIt,t NZJt--: Li"Ifil"IM3 IY1.J I IL,C: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC I NUMbLK: 10279 REVI,�IONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - �! A E` B`9t`•�IVI�: c 1 I F7 114 u IVI 0 r_ PC c N m ih 16'-? 1/2" EGRESS WINDOW m o? N w T- U) BEDROOM #2 15'- 4-1/2" X 12'- 0" zi ll 6'X 13'- 4" LIVING ROOM CONCRETE 1�7'- 0" X 13'- 8-1/2" SLAB FRONT ENTRY 6'- 0" X 13' - 4" 14'-8-1 ATTIC ACCESS GARAGE 20'- 0" X '13'- 4" AHU IN COFFERED CEILING SQUARE FOOTAGE LIVING: 1,335 S.F. GARAGE: 294 S.F. FRONT PORCH: 80 S.F. TOTAL: 1,709 S.F. VOLUME UNDER AIR: 10,680 CU. FT. 20'-8" PROTECTIVE BOLLARD SEE EWH DETAIL 2 - S-1.0. AC .z� . PAD to 41'-4" 9'-3" U UJI co co x 0- Z-4 2 \A-3.1 16-0 1/2" -- - BEDROOM #3 15'- 4-1/2" X 12'- 0" REFRIGERATOR OPENING BEDROOM #1 1 l'- 4" X 13'- 8 1/2" 17'-3 1/2" - - My /,,_I ICE AY, 1110011 KITCHEN / DINING ROOM 17'- 0" X 13'- 8 1/2 20' EGRESS WINDOW FLOOR PLAN A 2. SCALE (24 X 36):1/4" = l'- 0" -Z� L71,J) CLOSET 2'- 4" X 7'- 8 1/2" BATHROOM #1 T8-1/2" X 1 l'- 1 8'-4 1/2" O Lu 0 x _j EGRESS WINDOW NOTE: BUILDER TO COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. in 41 8'X 8' CONCRETE 00 < 41 PAD REVIEWED FOR CODE rOMPLIANCE, ST. LUCIE COUNTY socc k' '00MIL" keg 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. url%/Avvlllj" 11qu I lwor—; THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITI-I(')U'T THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC I NUMt$tK: 1027/19 REVI!'-IONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB — SITE NAME: 7503 SEBASTIAN RD SITE ADDRESS: 7' , ')03 SEBASTIAN RD F01-1\T PIERCE, FL 34951 Sl-'IEET DESCRIPTION: FLOOR PLAIN INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION _ REMARKS �A 3068 6 - PANEL HOLLOW -CORE © 3068 6 - PANEL STEEL © 4068 4'- 0" X 6'- 8" BI-FOLD GENERAL DOOR & WINDOW NOTES: 1. ALL ALUMINUM WINDOWS SHALL BE IMPACT RATED, WHITE FINISH WITH LOW "E" INSULATED CLEAR GLASS. 2. ALL WINDOW UNITS SHALL BE SUPPLIED WITH SCREENS. 3. INSTALL ALL UNITS PER THE PRODUCT APPROVAL DOCUMENTATION INCLUDING THE NUMBER, LOCATION, SIZE, AND TYPES OF FASTENERS. 4. VERIFY ALL REQUIRED M.O. FOR WIN. & DOOR UNITS TO BE INSTALLED WITH SUPPLIER BEFORE BUILDING OPENINGS. e LINTEL SCHEDULE SYMBOL LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD L1 4'-6" 2189 1050 1207 505 L2 4'-6" 2931 870 2707 315 L4 4'- 6" 2931 870 2707 315 L5 4'- 6" 2931 730 2707 255 L6 4'-6" 2189 810 1207 345 L8 4'-6" 2931 205 2707 65 L9 9' - 4" 2564 205 1474 65 L10 5'-10" 1631 1050 2080 505 L11 4'- 6" 2189 320 1207 90 COMPOSITE BEAM EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) PRODUCT APPROVAL (FT -INCHES) MANUFACTURER NUMBER EXPIRATION OPENING __-___ PRODUCT RATED - - - SYM. ITEM LOCATION DESIGN DESIGN PRESSURES PRESSURES POS. NEG. O 23SH 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 1/2" 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 _ O THERMA-TRU 3068 OUTSWING DOOR W/ WD. FRAME; THSHLD.; PEEP HOLE LIVING ROOM T - 4" X 6'- 10" THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5 - O THERMA-TRU 3068 OUTSWING DOOR WITH WD. FRAME; THSHLD. DINING ROOM 3'- 4" X 6'- 10' THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5 - 8F8-1 B-1 T L2 M O 8F16-0B-1T 8F16-0B-1T 8F16-0B-1T 8F8-1 B-1 T 8F16-0B-1 T 8F20-1 B-1 T 8F16-0B-1 T 8F8-1B-1T NOTE: 1. MINIMUM BEARING OF LINTEL SHALL BE 4" EACH SIDE FOR SPANS LESS THAN 10'- 0" & 8" BEARING FOR SPANS GREATER THAN 10, - 0". 2. MORTAR SHALL BE TYPE M OR S 3. 8" BOND BEAM W/ #5 REBAR CONTINUOUS @ TOP OF WALL 4. COMPOSITE BEAM DEPTHS ABOVE ARE MINIMUMS. LINTELS MAY BE POURED DEEPER THAN SPECIFIED. I � M r- U 16'-0 1/2" BEDROOM #2 15' - 4-1/2" X 12' - +31.6 6' X 13' - 4" _34.5 CONCRETE SLAB ,3 �10 FRONT ENTRY 6'-0"X13'-4" +32.0 -34.8 �r r 6' 8" - 41'-4" -- 9'-3" 16-0 1/2" ru BEDROOM #3 p X © 15'- 4-1/2" X 12'- 0" U� N w BATHROOM #2 0 8'-8" X12'-0" u LIVING ROOM 17' - 0" X 13' - 8-1/2" 14'-8" a REFRIGERATOR OPENING 11TOVE`xr DAVE 017 -. ,)' KITCHEN / DINING ROOM 17'-0"X 13'-81/2"' 20' - I CLOSET LEI . 2'- 4" X T - 8 1/2" e ATTIC j \ ACCESS GARAGE 20'-0"X 13'-4" L9 AHU IN COFFERED - C4� CEILING +29.7 -32.5 20'_8" - PROTECTIVE BOLLARD SEE EWH DETAIL 3 - S-1.0. AC a. PAD a 2 A2 NOTE: BUILDER TO N COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. U 0 0 2 o +33.5 -36.3 �A BATHROOM #1 _N 7'8-1/2"X1V-1" v r BEDROOM #1 5'-9" - 11'-4"X13'-81/2" - 12'-3 1/2" 8'-4 1/2" `� cn \, O x I I U iN g4 C2� 3 FRAMING PLAN A 2. SCALE (24 X 36) 1/4" = 1' - 0" L6 8' X 8' CONCRETE co O PAD I +32.0 34.8 0 fV REVIEWED rf-Ofl CODE COMPLIANCE T. LUCIE COUNTY OCC j� t'I_HIVZ> t'KtYHKtU t$T: W F I (_) LE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT c 2016 WHOLE HOUSE ENGINEERING LLC - DRAWING NOTICE 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: `Si11�SiiiMl��rit�rt 19 No 1' �y STAT . OF �1��f1t1}tli4tlV1V.t LJRF11{VIIVV IVV I IIrC; THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC 'KL)J1-.0 I NUIVItStK: 102?9 KtV IbIUNJ: DESCRIPTION FOR PERMIT DATE BY RE 05/24/2021 RB - - SITE NAME: SEBASTIAN a711 C IVlJIY1GCR: 7503 SEBASTIAN RD • nc:f__ 1 I IVIV. FRAMING PLAN mr-r- 1 NuIvitir- 'C: A�2ml 90121 EGRE SS WINDOW E +32.3 ; -35.2 +32.4 ; -35.2 +31.8 ; -34.6 C-3. FRONT ELEVATION SCALE (24 X 36): 1/4" = V - 0" 2 REAR ELEVATION A_� (� SCALE (24 X 36): 1/4" = 1'- 0" +29.7 ; -32.6 1'-6" (TYP.) TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF w 0'-0"FF 4' (MIN.) FF @ FRONT OF GARAGE (T -O" OPENING REQUIRED) TOP OF BEAM - 8'- 0" AFF 0nTTnnn nG I INTFI - R' - R" AFF 13 0'-0"FF FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. APA RATED 40/20 - 19/32" EXPOSURE 1, EXTERIOR GRADE PLYWD. SHT'G, NAIL W/ 8d RING SHANK NAILS (.131 x 2Y NAILS) 6" O.C. ALL MEMBERS. WITHIN 5-0" OF ROOF EDGES NAIL PLYWOOD W/ 8d RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA. G/�LV, STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) 26ga. GALV. MTL. DRIP EDGE P.T. 1 x 2 SEE FLOOR PLAN & ELEVATIONS FOR TRUSS BRG. HEIGHT 2x6 ROUGH SAWN CEDAR FASCIA W/ (2) GALV 16d EACH TRUSS 5/8" S I"UCCO ON MTL. LATH W/ 4"x24" ALUM. SCREEN VENT @ 48" O.C. MOISTURE BARRIER (METAL 1'- 6"(TYP.) SEAT OR FELT PAPER) NO. 9 GAUGE, LADDER TYPE - HORIZONTAL JOINT REINFORCEMENT REQUIRED @ 16" O.C. (TYPICAL) 7-5/8" 5/8" (MIN.) STUCCO 8" CONCRETE BLOCK WALL--- ------------� 30" MIN. LAP 1-1/2" RECESS _ji,HINISH FLOOR LINE (TYP) DEPTH 1 cr w Ov z "' WIDTH 3 A-3.0 12 4/ 1" 3/4" 1/2" 1 - STORY L.B.W. TYP. R-30 INSULATION 1/2" SAG RESISTANT DRYWALL P.T. 1x2 FIRESTOP \ 8"x8" CONC. "U" BLOCK SYSTEM W/ (1) #5 CONTINUOUS & 30" LONG CORNER BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL ABOVE WINDOWS & DOORS. (1) #5 BAR VERT. IN CONC. FILLED CELL W/ 10" HOOK @ "U" 00 BLOCK (SEE FOUNDATION PLAN 1\\ ,_FOR LQCATION _ 1" RIGID BOARD INSULATION R-5 - 14' GYP: BOARD'ON'P- . 1 x 2 - FURRING STRIPS @ 24" O.C. (16" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) RECESS CMU 1.5" DOUBLE W.W.F. T @ EDGE BEYOND FOOTING HAUNCH 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBERMESIH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL STANDARD A.C.I. 90 HCOK CONTINUOUS BOTTOM REINFORCEMENT. SEE SHCEDULE FOR SIZE AND QUANTITY. SCALE (24 X 36): 1/2" = 1' - 0" REVIEWED FOP, CODE COMPLIANCE ST. LUCIE COU',lTY socc UP1/_%vvIIVl7 NV 111rC 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. ENGWEERING LICENSE: z�y�titttt�t ® 4 oil UKfkVVII'll l7 IVV I I6.sI=.- THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC REVE5lONS: DESCRIPTION FOR PERMIT DATE BY RE 05/24/2021 RB - ti711INokyllNI OHM Ifid '7503 SEBASTIAN F(',)RT PIERCE, FL 34951 btitt- 1 L1C11.)l mlr I lull. r1_r-mvo rmarAmr-u rum; e a LEFT ELEVATION A-3 1 / SCALE (24 X 36): 1/4" = 1' - 0" 2 RIGHT ELEVATION A-.3.1 / SCALE (24 X 36): 1/4" = V - 0" TOP OF BEAM - 8' - 0" AFF BOTTOM OF LINTEL - 6' - 8" AFF 0'- 0" FF TOP OF BEAM - 8' - 0" AFF _6 BOTTOM OF LINTEL - 6' - 8" AFF 0'-0" FF , -4" (MIN.) FF @ FRONT OF GARAGE (T - 0" OPENING REQUIRED) M ,' 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. C"!±�'TPNr-C K 1IN Q7 LI%.•r-IVaC: ul°Sfl.4VIIVV NuIIL.�: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC Vltt ,1JtU I NUMbLK: 102%9 REVISIONS FOR PERM DESCRIPTION DATE BY RE IT 05/24/2021 RB - r 0� I V. 11101VIVIIDICn. '_.fRT PIERCE, FL 34951 �1ITS 111 0 T.O.F 12" 3558,1 41_ -41119 ELEVATION VIEW �SCALE(24�X36Y.3/4�--1-0-�� 281 8 KITCHEN CABINETS - PLAN VIEW \A - 3.2) SCALE (24 X 36): 3/4" = l'— 0" 3711 24" 31111 2411 1411 1211 2 ELEVATION VIEW \A — 3Z SCALE (24 X 36):3/4" = l'- 0" T.O.F.F. REVfEWEr)J:c)R COMPIJANCE CfUNTY P-1 0 c c a u f 1, v "I I I 'i %.1 1-4 .11 1 %.' 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. ENG71NEERING LICENSE: ATr "S10NA. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC FPP�OJECT NUMBER: 10279 RF—VISION FOR PERMIT S: DESCRIPTION DATE BY 05/24/2021 RB -REV limcm! 0 1 1 r___ I'M f A IV[ M: of I c: 1144.11vlDr_m_. 7503 SEBASTIAN RD ,-_ORT PIERCE, FL 34951 SIJFET DESCRIPTION: KITCHEN u"Arb"INET Fl-_AN & ELEVAT10"NZE"i TRUSSES PARALLEL TRUSSES PERPENDICULAR - 2X BLOC ING BETWEEN i TRUSSES 2' O.C. AS REQ. INSULATION USP - TR1 ROOF TRUSS TIE —,—,,ZTRUSS B0T. CHORD L USP - TR1 ROOF TRUSS TIE -- 2X4 TOP PLATE: OR 1 - 1/2" e X 3 - 5/8" METAL RUNNER INSULATION 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" METAL RUNNER 2X4 WOOD FRAMING @ 16" O.C. 2X4 WOOD FRAMING @ 16" O.C. OR 1 - 1/2" X 3 - 5/8" METAL STUDS OR 1 - 1/2" X 3 - 5/8" METAL STUDS 8" 00 00 2" LO --_ 1/2" DRYWALL E30TH SIDES __ ____ 1/2" DRYWALL BOTH SIDES 00 00 2"0 MIN. SCH. 40 PIPE 1/2" X 2 3/4" STUD 2X4 BOTTOM PLATE OR 1-1/2" X 3 - 2X4 E30TTOM PLATE OR 1-1/2" X 3 - ANCHOR OR EQUAL 5/8" METAL RUNNER W/ TAPCONS 5/8" METAL RUNNER W/ TAPCONS OR CUT NAILS @ 2'- 0" O.C. (10d OR GUT NAILS @ 2'- 0" O.G. (10d 1/4" STEEL PLATE NAILS FOR WOOD FLOOR NAILS FOR WOOD FLOOR DIRECTION TOP OF SLAB — TOP OF SLAB OF TRAVEL / a GARAGE FLOOR SLAB 4" MIN THICKNESS. TYPICAL INTERIOR NON - BEARING WALL DETAIL 2 TYPICAL INTERIOR NON - BEARING WALL DETAIL 3 \' PROTECTIVE BOLLARD �S�1.0 S 1.0) Q SCALE (24 X 36): 1/2" = 1' - 0" SCALE (24 X 36): 1/2" = 1' - 0" SCALE (24 X 36): 3/4" = 1'- 0" O.H.G.D. TRACK BRACKETS TO P.T. BUCK 7' HIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. i #5 IN FULLY GROUTED CELLS 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 4 EMBEDMENT) 5F'AGLU L L4' U.L:. MAR. kb IVIAA. I-I'CUM MNUZ)J O.H.G.D. BUCK DETAIL SCALE (24 X 36): 1-1/2" = 1' - 0" STUCCO CEMENT FINISH CMU 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) NOTE: WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL (3) SIDES CONTINI.C)US. SEE WATERPROOFING NOTE #5 ANCHOR 1X3 P.T. (MIN.) 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) ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYP. BUCK DETAIL SCALE (24 X 36): 1-1/2" = V - 0" 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 9-4) 6 S1.0 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) EXTERIOR DOOR BUCK DETAIL SCALE (24 X 36): 1-1/2" = 1'- 0" 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 TF E 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. REVIEWEDFOR CODE COMPLIANCIE S"LUCIEE COUNTY 13OCC r I-LANZ) t'Ktl- AKt=U MY: i 9 I��314!I J WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT c 2016 WHOLE HOUSE ENGINEERING LLC r IIJr%1AVV11m%-1 IVtJ I llaC 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. ® DRAVVINis NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 1 10279 tV1b1UNb: DESCRIPTION FFO RR PERMIT DATE BY RE 05/24/2021 RB - 1 SITE NAME: s I 1 FORT PIERCE, FL 34-951 ROOF SHEATHING NAILING ZONE N.T.S. ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. 0 ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED UPLIFT �� 400# LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW REQUIRED RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS. MARK TYPE REF. NO. NO. OF I ALLOWABLE PARALLEL LOAD REMARKS NAILS/SCREWS I UPLIFT O TO CONC. USP - HTA24 (10) 10d X 1-1/2" 1 1870 LBS 1 710 LBS ROOF FRAMING PLAN S_2.0 ) SCALE (24 X 36): 1/4" = 1'- 0" )/H COUNTY socc WHOLE HOUSE ENGINEERING LLC p 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT e 2016 WHOLE HOUSE ENGINEERING LLC I NJ 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. Lim1AVV1I1q%7 IMILJ 11LOM: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC ® I'I1UJtk, I NUIVIbtll: 10279 K�V IJIa.A('�J: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - 01 1 C Iml-NIVIG: JI 1 C JAI.IIimr-00. FORT PIERCE, lllr SHEETNUMBER: mm 2mO � E 13 0 ATTIC VENTILATION TOTAL FREE VENT ACTUAL ATTIC REQUIRED AREA TOTAL (AREA/300) SQ. FT SQ, IN. SQ. FT. SQ. IN. 1,709 246,096 5.697 820.32 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/16.0) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 2.849 410A6 3 2.849 410.16 25.635 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: 4" 1 SQ. FT.(144 SO. IN.) /EA. WIDE X 24" LONG @ 4' O.C. ROOF TOP VENTS SOFFIT VENTS REQUIRED = 3 REQUIRED = 13 B AC .PAD 1 HVAC PLAN M-1.0 SCALE (24 X 36): 1/4" = 1'- 0" HEVIEWED FOR COMPLIANC `' l LUCIE COUNT8 5W[ R '� WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT e 2016 WHOLE HOUSE ENGINEERING LLC 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: M. V, L F No.�9lt THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC REWSIONS FOR PERMIT DESCRIPTION DATE BY RE 05/24/2021 RB — 01 1 1:: E VJIEZ 03 SEBASTIAN —DESCRIPTIOA: � µw PER FP&L FOR O.H. ELECTRICAL SERVICE 150A METER MAIN/DISCONNECT COMBO om 1 PANEL 'A' 150A 10 3W, 120/240V 10 150A METER (� 150A MAIN/DISCONNECT COMBO PANEL 'A' 150A 10 3W, 120/240V 10 o NOTE: ALL WIRE TO NOTE: ALL WIRE TO BE COPPER. BE COPPER. (3)-#1 THHN W/(1)- -- (3)-#1 THHN W/(1)- #6 IN 2" CONDUIT #6 IN 2" CONDUIT #6 SOLID OR STAND CU. GROUND TO �� __- -- #6 SOLID OR STAND CU. GROUND TO �/ COLD WATER PIPE, FOUNDATION STEEL, & �� COLD WATER PIPE, FOUNDATION STEEL, & /8" X 8'- 0" GALVANIZED GROUND ROD 5-, 5/8" X 8'- 0" GALVANIZED GROUND ROD FOUNDATION COLD PER FP&L FROM U.G. FOUNDATION COLD STEEL WATER ELECTRICAL SERVICE =- STEEL WATER PIPE PIPE 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE E-1.0 ' SCALE: N.T.S. GENERAL 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 MAKF CERTAIN THAT ALL AIR-CONDITIONING 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 BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS 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 MONOXIDE 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 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 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 TYPE. 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 INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. 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 TELEPHONE 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 TELEVISION 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. 0 3 ELEC-FRICAL RISER DIAGRAM U.G. SERVICE E_ 1 .0 4 SCALE: N.T.S. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH 3 THREE WAY SWITCH © PUSH BUTTON SWITCH DUPLEX RECEPTACLE DUPLEX RECEPTACLE - ONE W/ SWITCH 220V OUTLET. LIGHT FIXTURIE RECESSED LIGHT FIXTURE {� WALL MOUNT LIGHT FIXTURE PC PULL CHAIN LIGHT FLOURESCENT FLOURESCENT LIGHT FIXTURE FAN/LT CQmBQ EXHUAST FAN/LIGHT COMBO JB FAN/LT COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH SMOKE DETECTOR COMBINATION SMOKE/CARBON MON. DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER, R RANGE B.C. BELOW COUNTIER D DRYER - FUEL GAS W/ SHUTOFF VALVE CAN LIGHTS IN SOFFIT FRONT ENTRY 6'X13'-4" �F CONCRETE SLAB ELECTRICAL LOAD CALCULATIONS SOURCE WATTS 1709 SF 5,127 SMALL APPL. CIRC. (3) 4,500 LAUNDRY CIRC. (2) 4,500 WATER HEATER (1) 4,500 DRYER 5,000 ELECTRIC RANGE 8,000 MICROWAVE 2,000 REFRIGERATOR 3,000 DISHWASHER 1,800 SEWER GRINDER (PSL COUNTY) 1,920 MISCELLANEOUS 3,000 SUBTOTAL (WATTS): 43,347 1st 10 KW @ 100% 10,000 REMAINDER @ 40% 13,339 HEAT & AC @ 65% 6,500 TOTAL (WATTS): 29,839 TOTAL CONNECTION (AMPS): 124 FAN/LT COMBO JB LL BEDROOM #2\ 40 CIRCUIT PANEL "A" 120/240 VOLT 150A M.L.O. SINGLE PHASE DESCRIPTION BREAK/ POLE SPACE WIRE GA. WIRE GA. SPACE BREAK/ POLE DESCRIPTION - RANGE 50-2P 1 #6 #10 2 30-2P WATER HEATER 3 4 AHU 60-2P 5 #6 #10 6 30-2P DRYER 7 8 CU 40-2P 9 #8 14 RX 10 15-1P LIGHTING, GARAGE 11 #12 12 20-1P DISHWASHER GARAGE OUTLETS 20-1P 13 12 RX 14 RX 14 15-1P LIGH ING, KITCHEN WASHER 20-1P 15 12 RX 12 RX 16 20-1P LIVING ROOM KITCHEN, SM. APPL. #1 20-1P 17 12 RX 12 RX 18 20-1P BEDROOM #1 KITCHEN, SM. APPL. #2 20-1P 19 12 RX 12 RX 20 20-1P BATHROOM #1 REFRIGERATOR 20-1P 21 12 RX 12 RX 22 20-1P BEDR OM #2 MICROWAVE 20-1P 23 12 RX 12 RX 24 20-1P BATH ROOM #2 RANGE HOOD 20-1P 25 12 RX 12 RX 26 20-1P BEDROOM #3 LIGHTING/ OUTLET, FRONT 20-1P 27 12 RX 12 RX 28 20-1P SPAR LIGHITNG/ OUTLET, REAR 20-1P 29 12 RX 12 RX 30 20-1P SPAR SPARE 20-1P 31 12 RX 12 RX 32 20-1P SPAR 33 34 35 36 37 38 39 40 w EXH. FAN \ O "---VP LIGHT COMBO U \� G 6P (BATHROOM #2 GFI W 0 U �� FAN/LT i'B COMBO / BEDROOM #3 spy R 11+72" Tl'GFI +18" GFI REF. L---L-i RANGE - - i-. - ell KITCHEN / DINING ROOM FAN/LT JB ''COMBO - /LIVING ROOM \ �� 3 f, hvl A �3 n� CHIME� IN ATTIC' ' ATTIC i \ ACCESS AHU IN COFFERED CEILING W/ I GARAGE GFI DIRECT DISC. SW. PREWIRED GARAGE DOOR OPENER � I ELEC. METER - LOCATION - DETERMINED BY HABITAT CONDENSING UNIT EWH WP GFI _MV DISCONNECT s PANEL "A" 150A MLO 120/240V � I FAN/LT , JB� COMBO/ BEDROOM #1 240V DISC. SW 3' X 3' CONCRETE PAD 1 ELECTRICAL FLOOR PLAN \ E_ 1.0 �' SCALE (24 X 36): 1 /4" = 1'- 0" CLOSET W P/ GFI -z ° WPI o o GFI GFI V� BATHROOM #1 ~ ',il I U1 co EXH. FAN 0 LIGHT COM O J U c � o � VP CAN LIGHTS IN SOFFIT I 8' X 8' CONCRETE PAD REVIEWED FOR CODE COMPLIANCE T" LUCIE OCC FU MA V V I Il U DI U I I i,+ = 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. CNUIIAr_i KIND U MIA v r 1114 �.7 IV V 119-# r_ THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC FKUJ;,-,I, I INUIVIt:St': 10279 ® REVI ONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - SHEFT IO..�, ELECT,I� :Sk`it�! feli.JJIVlt��6�: ,�.ERml 00 GENERAL PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 e 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 F.B.G. 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 8. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 9. PLUMBING CONTRACTOR TO PROVIDE ALL REQUIRED PLUMBING PERMITS. 10. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 11. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 12. DO NOT SCALE FOR EXACT FIXTURE, PIPING, AND EQUIPMENT LOCATION, ETC. PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY W.H.E. IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 13. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESSION OF CONSTRUCTION. 15, FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. 16, THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 17. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. 18. SHOWERS SHALL BE ANTI -SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120° F. 19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS. 9 TO SEWER 2 PLUMBING RISER �1. SCALE: N.T.S. WC TO SEWER ,1 G 0 AC a . PAD Z, 1 PLUMBING PLAN P_j .n l SCALE (24 X 36): 1/4" = 1'- 0" a ° a � 8' X 8' a CONCRETE ° a PAD a REVIEWED FOR .-,ODE COMPLIANCE socc WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT c 2016 WHOLE HOUSE ENGINEERING LLC 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. DRAIi°II� .3 NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC rKuJt. t,_ I NUIVIbtK: 109 REVISIONS: i mom DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - Q I I G 114lBI1'IQLZ1$1. FORT PIERCE, OnGG I 4.a a7l.rRlr I Mill. 0