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HomeMy WebLinkAboutBuilding PlansAPPLICABLE CODES * ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCFkL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONS rRUED 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 Know what's below. 4. 2020 FLORIDA BUILDING CODE` ENERGY CONSERVATION, 7TH EDITION Call before you dig. 5. 2017 NATIONAL ELECTRIC CODE www.coll8lI.com dl'� IN in, i_%`! 111 WIWI�1,,J Awa, St. Lucie County Housing Departme DATE:_ Approved by: 71 AFFORDABLE ATTAIN WORKFORCE H0111' C & C PRODUCT APPROVAL NUMBERS PROD. FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL PRODUCT APPROVAL APP. PRODUCT OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER EXPIRATION DATE SYM. 20-0813.07 12/27/2026 PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 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 FL18355.1 HERITAGE ASPHALT SHINGLESFBC PA 5 LOMANCO 135 SERIES LOWERED MIAMI-DADE NOA 16-0510.25 08/17/2021 ROOF VENTS ' PA 6 GAF ROOFING FELT FBC FL10626 A 9 N 0 T 1. E MD w moo ` I V1 E F 0 Um" F R T IF -"J"l E RC' `E F L 3 14 : 3 SITE INFORMATION PROPERTY OWNER: ST. LUCIE HABITAT FOR HUMANITY, INC 702 SOUTH 6TH STREET FORT PIERCE, FL 34950 PHONE: (772) 464-1117 . r SITE ADDRESS: PARCEL ID: 3403-805-0047-000.8 13403.805-0048.000-5 NOTLEM DRIVE FORT PIERCE, FL 34982 SAINT LUCIE COUNTY v Y ti s L� u t I 7_ �.�_,"UNTO M.+, ~lam Uvwe, Is- tn$ ,Nj. roroe R �anav{1Yirh1 a"py°�;;° ura v- ro t � SHE INDEX SHT NO: SHEET TITLE: REV: CS-1.0 TITLE SHEET G-1.0 GENERAL NOTES FOUNDATION PLAN A-1.0 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 STRUCTURAL DETAILS ROOF FRAMING PLAN ELEVATIONS S-1.0 S-2.0 M-1.0 HVAC LAYOUT E-1.0 ELECTRICAL PLAN P-1.0 PLUMBING PLAN INTV B®0 "' FILE COPY PLANS PREPARED FOR: 2, tar kZA 90 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. Giti L''II�eCCRIIYV LII.. CiV a7L. "- �,N 11i1(Il,I/rp'A E N F' 88 6' , N ATE 01 :r r �rrrrlPltt+4ii� DRAWING 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 �— PROJECT NUMBEFR DESCRIPTION DATE BY IRE FOR PERMIT 02/15/2021' RB 1 _ SI T �,`? NAME: NOTLEM LOTS 7-9 _ Ill ICI PARCEL 4 0 i0004 i 00 3403-805-0047-000-8 SITE ADDRESS:��� NOTLEM DRIVE FORT FIERCE, FL 34982 SHEET DESCRIPTION: 17 IF C e�. r SHEET NUMSEo : t �uA S ABBREVIATIONS _ GENERAL NOTES REINFORCED MASONRY NOTES ELECTRICAL PLAN NOTES AB ANCHOR BOLT LAV LAVATORY 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 1. DESIGN OF THE REI FORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ABV ABOVE LG. LONG SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR FOR MASONRY TRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL STRUCTURES (ACII'30:1). AFF ABOVE FINISHED FLOOR LIN. LINEN RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN I' 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM AFI ARC FAULT INTERRUPT LGT LIGHT WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS USED FOR SLEEPING PURPOSES. ALUM ALUMINUM L.T. LAUNDRY TUB ACCEPTED. OF ASTM C90, fm �: 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT AHU AIR HANDLER UNIT MAX. MAXIMUM DAMAGE TO AND CpNTAMINATION OF THE UNITS. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING B.F. BI FOLD M.C. MEDICINE CABINET 2• THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE AS PER NEC 110.3 & 110.21. SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO B.P. BI PASS MECH MECHANICAL BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND 4. 'ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING BLK. BLOCK M.R. H MEAN ROOFHEIGHT 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL AT EVERY 5000 SF OF WALL AREA. ROOM,STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT BRKFST BREAKFAST MTL METAL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS.. PROTECTED. BLK'G BLOCKING MFR. MANUFACTURER 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE 4. GENERAL CONTRACTOR SHALL BEE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE BM BEAM MICRO. MICROWAVE FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. WITH A f OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED TAMPER RESISTANT AS PER NEC 406.11. BRG. BEARING MIN. MINIMUM GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 BOT. BOTTOM MIR MIRROR 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH NEC SECTION 250.94. CAB CABINET M.O. MASONRY OPENING TRADES, DETERMINE ERECTION PROQEDURE, AND SEQUENCE TO INSURE THE SAFETY OF SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. CER CERAMIC THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 7. GARAGE DOOR OPENER TO BE GFI PROTECTED. MONO. MONOLITHIC ' 5. REINFORCING S EEL SHALL COMPLY WITH ASTM A615, GRADE60. ALL STEEL TO BE CJ CONTROL JOINT MTL METAL 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL #5'S UNLESS NOT D OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS CL CENTERLINE OBSC OBSCURE AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE NOTED OTHERWI E. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY PLUMBING NOTES CLG. CEILING O.H.D. OVER HEAD DOOR WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. TO MAINTAIN A CL AR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE CLO CLOSET SHALL BE 4". STE L TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 OC ON CENTER 7. BUILDER IS RESPONSIBLE FOIE ADEQUATE BRACING OF STRUCTURAL OR 10" MINIMUM. CLR CLEAR OPP OPPOSITE NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT 8. IT IS THE GENERAL CONTRACTORS FIESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP FOR INSPECTION. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER CONC. CONCRETE DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW 11. P.S.I. POUNDS PER SQUARE INCH AND APPROVAL. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING CONN CONNECTION P.T. PRESSURE TREATED STEEL, MASONRY NITS, MORTAR AND GROUT MATERIALS. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT CSMT. CASEMENT PART'N. PARTITION 9. ALL WINDOWS AND DOORS SHALL BE (BAULKED AND WEATHER STRIPPED. LINE & 1Y ABOVE GRADE PER F.B.0 P3103.6 CTR ' CENTER PH PHONE _8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY DBL. DOUBLE 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE BE DRILLED (3/4", DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. DF DRINKING FOUNTAIN PKT. POCKET HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE ULTRABOND EPDX " PL PROPERTY LINE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 pIA. DIAMETER - PLYWD. PLYWOOD 9. SHORING DESIGN: MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON DISP. DISPOSAL PNL PANEL 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING 7. W.H. P. & T. VALVE &.LINE SHALL COMPLY WITH F.B.C. 504.E DP DESIGN PRESSURE TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO DR, DOOR R RADIUS CONSTRUCTION. 8. FIXTURES, LAVATORIES AND SINKS SHALL BE INSTALLED A MINIMUM OF 4" FROM REF REFIGERATOR 12. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT FINISHED SIDE WALLS. WATER CLOSETS SHALL BE INSTALLED A MINIMUM OF 16" FROM DW DISH WASHER REINF REINFORCE; REINFORCED ONLY. THEY DO NOT SHOW EVERY NIINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE FINISHED SIDE WALLS OR TOILET PARTITIONS TO CENTERLINE OF FIXTURE (18" TO EA EACH REQ REQUIRED RESPONSIBLE FOR FURNISHING COP,IPLETE BUILDING SYSTEMS AND ALL ITEMS THAT T CONCRETE NOTES CENTERLINE FOR HANDICAP FIXTURES. E.E. EACH END WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. RM ROOM EJ -ELECTRIONJOINT R.O. OPENING ULTIMATE OF 3,000 STRUCTURAL DESIGNSTATEMENTELEC. ELECTRICAL S.C. SOLID SOLID CORE FL B PL N OTES 1. ALL CONCRETE TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. ELEV. ELEVATION SCHED SCHEDULE CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF; THESE PLANS AND EMER EMERGENCY S.G.D. SLIDING GLASS DOOR FOUNDATIONS. SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE ENCL ENCLOSURE 1. NATURAL VENTILATION: STRUCTURAL PORTIONS OF THE BUILDING CODES. SF SQUARE FOOT EO EQUAL SH SINGLE HUNG I CERTIFY THAT THIS HOME IS DESK,NED TO COMPLY WITH THE NATURAL VENTILATION 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS`. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED E.S. EACH SIDE SH SHELF REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. STRUCTURAL PART MINIMUM COVER ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES ESP ELECTO STATIC PAINT SHWR SHOWER �{ FOOTINGS (CAST AGAINST SOIL) SPECIFIED BY THE CODES LISTED BELOW. EW EACH WAY SPEC SPECIFICATION 2. SAFETY GLAZING STRUCTURAL PART MINIMUM COVER EXT. EXTERIOR SMS SHEET METAL SCREWS ' ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB FOOTINGS (CAST AGAINST SOIL) 3" . DESIGN PARAMETERS & ASSUMPTIONS EXT'G EXISTING SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SQ SQUARE ENCLOSURES, TO BE SAFETY GLAZED AS PER F.B.C. 2406.4 & R308.4. ALL GLAZING IN ANY SLABS (ABOVE GRADE LEVEL) 3/4". EXP EXPANSION SS STAINLESS STEEL HAZARDOUS LOCATION OF A BUILDING, WITH SILL LESS THAN 60" A.F.F. SHALL BE SAFETY BEAMS AND COLUMNS 1-1/2" CODE EDITION: F.B.C. FLORIDA BUILDING CODE GLAZED AS PER F.B.C. 2406.4 (5) & R3Q8.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO ElFLORIDA BUILDING CODE FDN FOUNDATION ST STIRRUPS A DOOR SHALL BE TEMPERED. 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL 0 ASCE 7 (EXPOSURE CONDITION) C FIN. FL. FINISH FLOOR STD STANDARD MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, CONSTRUCTION TYPE: VB F�rUOR FLUORESCENT STL STEEL - 3. FIRE BLOCKING SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OCCUPANCY CLASSIFICATION: R-3 SW SWITCH OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE FO FLOOR OUTLET SYM SYMMETRICAL PROVIDE FIRE BLOCKING AT ALL CON(,EALED SPACES. STRUCTURES. ACI 318 ( )' BUILDING DESIGNED AS: EhOPEN El F.R. FIRE RATED ED ENCLOSED TESTED WIND FR. DR. FRENCH DOOR TEMP. TEMPERED 4. SHUTTERS 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL TUNNEL BUILDING EIGHT: FRAM'G FRAMING T.B. THROUGH BOLT REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY ❑ THK.BM TIE BEAM STORM SHUTTERS WITH AN ACCEEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT MATS OF STEEL HALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE s 60FT. (ASCE 7) FT FOOT OR FEET ALL OPENINGS EXCEPT THOSE PROTE:CTED BY APPROVED IMPACT RESISTANT DOORS AND CORNER BARS AT�LL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 ❑ > 60FT. (MUST USE ASCE 7) FURR FURRING THK THICK WINDOWS. X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. MEAN ROOF HEIGHT: 12' - 0". G.T. GIRDER TRUSS T & G' TONGUE & GROOVE GA. GAUGE TOB TOP OF BEAM 5. ROUGH OPENINGS (FOR LOW RISE BUILDING WITH SLOPED ROOFS) GALV. GALVANIZED T.O.B.B: r TOP OF BOND BEAM RISK FACTOR: II GFI GROUND FAULT INTERRUPT T.O.PL TOP OF WOOD PLATE VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S FOUNDATION PLAN NOTES: (DETERMINED BY BUILDING USE /OCCUPANCY, REFRTOASCE 7TABLE 1.5-1) T.O.T.B. TOP OF TIE BEAM PRODUCT SPECIFICATIONS." GL GLASS INTERNAL PRESSURE COEFFICIENT: 0.18 GND. GROUND TPH TOILET PAPER HOLDER 6. EGRESS WINDOWS 1. SLAB ON GRADE: (ENCLOSED BUILDING) GYP GYPSUM TYP. TYPICAL GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN BASIC WIND VELOCITY PRESSURES: UL UNDERWRITERS LABORATORIES TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., ON 6-MIL. VAPOR APPROPRIATE POSITIVE /NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN HB HOSE BIBB AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS .AND 5.0 S.F. FOR 1sk FLOOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE HC HOLLOW CORE VERT VERTICAL WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT CAPACITY IS 2590 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 COMPONENTS AND CLADDING, AS APPLICABLE: V.I.F. VERIFY IN FIELD 54" A.F.F. MAX.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED PSF MIN. BY AN RCHITECT OR A PROFESSIONAL ENGINEER. HGT. HEIGHT LESS. THAN 24" AFF AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WIND SPEED -160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 28.38 PSF HORZ. HORIZONTAL W.A. WEDGE ANCHORS WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND 2. CORNER BARS; NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, HM HOLLOW METAL W/ WITH R312.2.2 OF THE FRC. GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CONSTRUCTION PLANS. HPS. HOOPS WC ' - WATER CLOSET 7. INTERIOR NON -BEARING WALLS CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). HR HOUR WD.: WOOD ROOF TRUSS LIVE LOAD HVAC HEATING VENTILATION AIR COND. WH WATERHEATER 25 GA., 3.5" STEEL STUDS @ 24" 0,C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND 3. INTERSECTING BLOCK WALLS: WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE TOP CHORD LIVE LOAD: 20- PSF HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE FASTENED TO SLAB -ON -GRADE BELOVV WALL, AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT BOTTOM CHORD LIVE LOAD: 0* PSF ID INSIDE DIMENSION W/O WITHOUT 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH WP WATERPROOF 8. BATHTUB AND SHOWER SPACES CELLS. INSUL INSULATION ROOF TRUSS DEAD LOAD - INT. INTERIOR WPH WALL PHONE BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS FRAMING PLAN NOTES TOP CHORD DEAD LOAD: 10 PSF LAM. LAMINATE WSCT WAINSCOT SHALL BE FINISHED WITH AN IMPERVIOUS, WEIGHT NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL, MOISTURE RESISTANT BOTTOM CHORD DEAD LOAD: 10 PSFWT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS 1N BATH TUB & SHOWER ROOF TRUSS DEAD LOAD SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" ABOVE THE ROOM 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS FLOOR LEVEL. (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS TO RESIST WIND UPLIFT: 10 PSF TOTAL BY TRUSS MANUFACTURER. 9. GARAGE SEPARATION FROM DWEELLING UNIT FLOOR TRUSS LIVE LOAD 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY BOTTOM UNLESS NOTED OTHERWISE ON PLANS: TOP CHORD LIVE LOAD: 0 PSF MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. BOTTOM CHORD LIVE LOAD: 0 PSF 8. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND 10. GARAGE DUCTS BEAM STEEL 30" INTO POURED BEAMS. FLOOR TRUSS DEAD LOAD REVIEWED FOR DUCTS IN THE GARAGE &DUCTS PEN TRATING THE WALLS OR CEILINGS SEPARATING THE 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1 SMALLER OR 2 LARGER TOP CHORD DEAD LOAD: 0 PSF CODE �� Ca DWELLING UNIT FROM THE GARAGE' BE MIN. SHEET METAL & SHALL HAVE NO WITHOUT ANY CHANGE OF REQUIRED STEEL. BOTTOM CHORD DEAD LOAD: ST. LOCIE COUNT" OPENINGS INTO THE GARAGE: 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 0 PSF BOCC MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS:' 11. EXTERIOR OPENINGS 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOT OTHERWISE ROOF TL:: L/240 . NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ON PLAN. ROOF LL` L/360 . ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'-0". 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. FLOOR TL: N/A . 12. BACKING FOR CABINETS 8. PROVIDE FILLED CELLS .@ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT FLOOR LL N/A . LOCATIONS IN C.B.S. WALLS (TYPICAL). MAXIMUM DEFLECTION: 1.25" 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 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS SOIL BEARING CAPACITY: 2500 PSF CABINET ATTACHMENT. ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 1= Copy 13. WOOD FRAME WALLS 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONACANALYSIS. 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: o-cr :.oaa rrccrr�ncv rvn. 11, k9 . 5 7T -,; L.,. "rxNvvllv%.3 IVV I suc 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: ... 1��" ��n tYl f�I6Algnn�� . �\CENs �' Wiz=- •�i'`�� / ATE 4F w °'r1ririii np o vrvhvvlrvviwora.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 mmr HOUSE ENGINEERING LLC 1 " SITE NAME: SITE NUMBER: PARCEL ID. 3403-805-0048-000-5/ 3403-805-0047- 000'-8 01 .. __ DRIVENOTLEM FORT PIERCE, FL 349n us ir._L s vL.7ui\sr s sued. GENERAL ir)-j-cc% SHEET NUM ER: in 8" CMU 8" CMU CURB HEIGHT VARIES. RECESS CMU 1.5" CURB HEIGHT VARIES. 3' F W.. 30" MIN. LAP DOUBLE W.W.F. 3' @EDGE. 30".MIN. LAP DOUBLE W.°e EDGE 30" MIN. LAP DOUBLE W.W.F. 3' @EDGE BEYOND FOOTING HAUNCH BEYOND FOOTING HAUNCH BEYOND FOOTING HAUNCH 2-112" VARIES DUE 2-1/2" VARIES DUE TOP OF SLAB0'0. TO SLOPED FLOOR) TO SLOPED FLOOR) ., _.—. LAB �\ D .a "sap TOP OF HOUSE SLAB HOUSE S - TOP OF GARAGE SLAB TOP OF GARAGE SLAB ojl'p' TOP OF a a'° 1 4 DCONC., REINF. W/ 6"x6"W1:4xW1.4 WWF a 4 CONC., REINF. W/6 x6 W1.4xW1.4 WWF 12" MIN.12 MIN. 4" CONC. REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE �a a OR FIBERMESH ON 6-MIL POLY ETHYLENE •. —VAPOR BARRIER ON WELL-COMPACTEDOR FIBERMESH ON 6-MIL POLY ETHYLENE - _ -s-VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILLVAPOR BARRIER ON WELL-COMPACTEDCLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL' VARIES 3" MIN. COVER ^ V-4" —4 STANDARD A.C.I.90 HOOK 3" MIN, COVER 1'-4" 3" MIN. COVER STANDARD A:C.1.90 HOOK STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM (2) #5 CONTINUOUS BOTTOM (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS REINFORCEMENT ON CHAIRS REINFORCER ENT ON CHAIRS A EXTERIOR WALL MONOLITHIC FOOTING B GARAGE CURB MONOLITHIC FOOTING C INTERIOR BEARING WALL MONOLITHIC FOOTING A-1 O SCALE (24 X 36): 1/2" 1' - 0" A-1.0 SCALE (24 X 36): 1/2" = 1' - 0" A_1 0 SCALE (24 X 36): 1/2" = 1' - Op' 41'-4 41'_4• M.. ' N 4" STEP 4" 4" CONC. SLAB 2500 PSI W/ 6X6 #10 WWM OR FIBERMESH REINFORCING ON 6-MIL. VISQUEEN MOISTURE BARRIER ON CLEAN TERMITE TREATED • SOIL, COMPACTED TO 95% MODIFIED PROCTOR. N 6'X13'-4 "o v. CONCRETE PAD. v ® C 4°STEP V 1.0 4" STEP 0 m ELOPE� FOR DRAINAGE `- (SEE ELEVATION) c La B � o Lo ° B 6' - 8„ MAX. SPACING 1.0 AC "a .PAD a /T FILLED CELLS (TYP) 2,-7" 20' 1 FOUNDATION PLAN A-1 .O SCALE (24 X 36): 1/4" = 1., 0• V 0 00 IE CC?MPL� ST LUCIE CC,. PLANS PREPARED FOR:° f0w 7Kj F' PR ANIS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Smite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 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: v, -- L/I\P1tlY11YV IYV I ItIIC. 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: KtV 151UNb: DESCRIPTION 1 DATE BYf; FEE FOR PERMIT 02/1512021 RB -- { S4TE NAME: I NOTLEM LOTS 7-9 PARCEL D 3403-805-0048-000-5/ 40.1 1/4t01 S"TE ADDRESS: NOTLEM DRIVE FORT PIERCE, FL 34932 FILE Copy` SHEET DESCRIPTION: FOUNDATION P"._'Zf-�N ro'iEET�NUI n3ER: � d ul 16'- 1/2" EGRESS WINDOW O X U� N N ;H BEDROOM #2 1T-4-1/2"X12'- a o� d VX13'-4" d CONCRETE �A-3.0 °. SLAB d Y FRONT ENTRY `r 6'-0"X13'-4" a a 6'-8" d 41'-4" 9'-3" — BATHROOM #2 0 8'-8" X12'-0" LIVING ROOM 17' - 0" X 13' - 8-1 /2" ATTIC ACCESS GARAGE 20'-0"X13'-4" -v 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 I EWH DETAIL 2 - S-1.0. 16'-0 1 /2" BEDROOM #3 15' - 4-1 /2" X 12' - 0" OPENING �QjC�ItOW® uu 8 KITCHEN / DINING ROOM 17'-0"X13'-81/2" 20' N BEDROOM #1 1 1V-4"X13'-81/2" - 12'-3 1 /2" EGRESS WINDOW i FLOOR PLAN A-2.0 { SCALE (24 X 361: 1/4" = 1' - 0" CLOSET 2'- 4" X 7'- 8 1/2" EGRESS WINDOW NOTE: BUILDER TO COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, CQLORS, ETC. �q N 0 2 a a G d � a. a 8'X8' a CONCRETE 20 a d: PAD Q a BATHROOM #1 7' 8-1/2" X I V -1" 8'-4 1 /2" 0 � W jp 0X o� UN O N REVIEWED FOR DIDF Coro LIANCF T. LU IE COUNTY BOCC FILE -PLANS PREPARED FOR: Habitat for Humanity"" 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: �nt>>liur \ No. 88 S6 E OF �lllll Hltt\\\�� \ DRAWING 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: 017 Kl= V I51UN,: DESCRIPTION DATE BY RE FOR PERMIT 02/15/2021 r RB SITE NAME: NOTLEM LOTS 7-9 SITE NUMBER: PARCEL ID: 3403-805-0048-000-5/ 3403-805-0047-000-8 I I L MV V f\LJJ. NOTLEM DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: FLOOR PLAN SHEET NUMBER: AM 200 llr�„m ■ - INTERIOR SCHEDULE # SIZE DESCRIPTION REMARKS 0 3068 6-PANEL HOLLOW -CORE © 3068 6 - PANEL STEEL 4068 4'- 0" X 6'- 8" BI-FOLD I EXTERIOR DOOR & WINDOWSCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) ____-_ _ PRODUCT APPROVAL - _ - (FT -INCHES) MANUFACTURER OPENING PRODUCT RATED NUMBER SYM. ITEM LOCATION ` DESIGN DESIGN PRESSURES PRESSURES i POS. NEG. EXPIRATION 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 - n 25SH WINDOW BEDROOMS 3'- 2" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 - 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 GENERAL DOOR & WINDOW NOTES: 0 LOW E INSULATED CLEAR GLASS.. 8 - 0 X 7 - 0 HAAS DOOR SEE ELEV'S +31.3 34.9 FL16660.11 - L ALL ALUMINUM WINDOWS SHALL BE IMPACT RATED, WHITE FINISH WITH O '2580 SERIES GARAGE DOOR GARAGE 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 HERMA TRU 3068 OUTSWING DOOR W/ WD. LIVING ROOM 3' - 4" X 6'- 10" - THERMA-TR'1 SEE ELEV'S +67.0 67.0 FL11136-R5 O FRAME; THSHLD.; PEEP HOLE :FASTENERS. i 4. VERIFY ALL REQUIRED M.O. FOR WIN. & DOOR UNITS TO BE INSTALLED WITH SUPPLIER BEFORE BUILDING OPENINGS. OTHERMA-TRU 3068AUTSWING DOOR WITH WD. FRAME; THSHLD. DINING ROOM' 3' - 4" X 6' - 10' THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5 --. LINTEL SCHEDULE SYMBOL LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT TOAD COMPOSITE BEAM L1 4' - 6" 2189 , 1050 1207 505 8F8-1 B-1 T L2 4' - 6'. 2931 870 2707 -315 8F1$-OB-1 T L4 4' 6" 2931 870 2707 315 8F16-OB-1T L5 4' - 6" 2931 - 730 2707 255 8F16-0B-1T L6 4'- 6" 2189 810 1207 345 8F8-1 B-1 T L8 4'- 6" 2931 _ 205 2707 65 8F16-08-1T L9 9' - 4" 2564 205 1474 65 8F20-1 B-1 T L10 5' - 10" 1631 1050 2080 506 8F16-OB-1T L11 4' - 6" 2189- 320 1207 90 8F8-1 B-1 T L2 M O +32.4 -35.3 `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 v -,I v 1/2" 0 y O X 9,_3" " ril io 16'-0 1/2,, BEDROOM #3 16- © 0 x © 15' - 4-1/2" X 12, _ 0„ U� U`r w BATHROOM #2 8'-8" X12'-0" o w BEDROOM #2 a 15' - 4-1/2" X 12, _ „ REFRIGERATOR TOVE! I OPENING O AVE L1 6' X 13' - 4" O CONCRETE SLAB 4 +32.0 34.8 x LIVING ROOM ° L10 O 17' - 0" X 13' - 8-1/2" KITCHEN / DINING ROOM = 17 - 0� X 13 - 6 1/2 FRONT ENTRY 'v Ull 6,_0„X13'-4" +31.6 34.5 o 14,_8„ 20' C 6'_8" CLOSET B 2'- 4" X T- 8 1/2" ATTIC ACCESS GARAGE 20'- 0" X 13'- 4" AHU IN COFFERED [A BATHROOM #1 CEILING N_ 7' 8-1/2" X 11' - 1" BEDROOM #1 5'-9" 1V-4"X13'-81/2" 20'-8" 12'-31/2" ` _I 8'_41/2" 7c] - - Fo wl PROTECTIVE p x BOLLARD SEE EWH U v DETAIL 3 - S-1.0. NOTE: BUILDER TO COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. L5 O2 +33.5 -36.3 L6 8' X 8' CONCRETE O PAD +32.0 -34.8 (0 0 N 9 REVII: WED POR CODE COMPLIA,NCc- T. LUCIE COUNTY BOCC -- +32.4 O LS 35.3 FIDE GUF 1 FRAMING PLAN A-2.1 SCALE (24 X 36): 1/A" = T - 0„ - PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772409-1003 COPYRIGHT 02016 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: ��tT�r[innFhGltf��l,�i�i •' \C NS .c,0.88 6 - A m , ATE 6F t DRAWING 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 REVISIONS:"-�. _. DESCRIPTION DATE BY RE FOR PERMIT 02/15/2021' IRS SITE NAME: NOTLEM LOTS 7-9 PARCEL iD: 0 i000r,i 0f0 408000400' NOTLEM DRIVE FORT PIERCE, FL 34932 ar9ccl vrzot mirea6.r1E,_._ ..a,..._...__....._ FRAMING )" A SHEET NUMBER: " ■ ■ SHINGLES PER MANUFACTURER'S SPECS (TYP.). 412 (TYP.) TOP OF BEAM - 8' 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF V-6" - EGR S WINDOW . (TYP.) +32.3 ; -35.2 +32.4 ; -35.2 0' _ 0,, FF ' +29.7 ; -32.64" (MIN.) FF @ FRONT OF GARAGE (7' -0" OPENING REQUIRED) F[BERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) FRONT ELEVATION 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 (A-3.0 SCALE (24 X 36)r 1/4" = 1' - 0" 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 2\" 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. GALV. STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) 2 26ga. GALV. MTL. DRIP EDGE 4 ; P.T. 1 x 2 R-30 INSULATION \ gEE FLOOR PLAN & ELEVATIONS F R TRUSS BRG. HEIGHT 1/2" SAG RESISTANT DRYWALL 2x6 R@UGH SAWN CEDAR FASCIA _ W/ (2) GALV 16d EACH TRUSS P.T. 1x2 FIRESTOP 518" STUCCO ON MTL. LATH W/ 4N24" 8"x8" CONC. "U" BLOCK SYSTEM ALUM. SCREEN VENT @ 48" O.C. W/ (1) #5 CONTINUOUS & 30 LONG CORNER BA RS AT ALL CORNERS. MOISTURE BARRIER (METAL 1' - 6"(TYP.) PRECAST CONCRETE LINTEL SEAT OR FELT PAPER) ABOVE WINDOWS & DOORS. NO, 9 GAUGE, LADDER TYPE 3/4" (1) #5 BAR VERT. IN CONC. " HORIZONTAL JOINT REINFORCEMENT 1/2FILLEDCELL W/ 10 HOOK U @ REQUIRED @ 16" O.C. (TYPICAL) 7-5/8" °D BLOCK (SEE FOUNDATION PLAN 5/8" (MIN.) STUCCO OR L ATIO 1" RIGID BOARD INSULATION R-5 LOMANCO 135 SERIES ROOF VENT (TYP.). 8" CONCRETE BLOCK WALL i'\_GYP-60AR0�01�'P.T. x 2 FURRING STRIPS @ 24" O.C. (16" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) 30" MIN. LAP RECESS CMU 1.5" 1-1/2" RECES DOUBLE W.W.F. 3' @ EDGE FINISH FLOOR LINE (TYP) BEYOND FOOTING HAUNCH TnP nF RFAM - a' - m' AFF DEPTH `` -� a 4" CONC., REWF. W/ 6"z6" 333 L8; +32I.3: 35.2 2' REAR ELEVATION SCALE (24 X 36): 1/4" 1' 0 BOTTOM OF LINTEL - 6' . W AFF - 0" FF W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL w STANDARD A.C.I. 90 HOOK U z CONTINUOUS BOTTOM WIDTH REINFORCEMENT. REMMWEED6RORAND COW50YMPLIANUL ST" LUCIE COUNTY 3 1 -STORY L.B.W. TYP- SOCC A-3. FILE COPY i-"L..FAI141"I T'KCr.Mmili rum. A r , t b•) a 3F r dp R maiammill, I I 4, PLANS PREPARED BY- 1 — 16W■ 7 ENGINEERING WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT C2M WHOLE HOUSE ENGINEERING LLC Of(AVVINta NUI11,r THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. 1 DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. E14GINEERING LICENSE: m ^ f W`\,���!lirllA!iiIFrI6fF 88 6 Z. TE OF DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THES OLE 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: =a°� REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 02/15/2021 RB r' — Z)I I C NHIVIC: NOTLEM LOTS 7-9 PARCEL III: 3403-805-0048-000-5/ 3403-805-0047-000-8 " 611 It 6AUUKCJ�. NOTLEM DRIVE FORT PIERCE, FL. 34982 �z-9tL� I Ut�c;Klt•\¢ s�t�tel: l PLANS PREPARED FOR: HUIMY 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: c AT OF DRAWING 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: KFzVIbIUNb: DESCRIPTION DATE :.BY REV FOR PERMIT 02/15/2021 RB! pf ff i 9 MITITA F4 PARCEL ID: 3403-805-0048-000- 3403-805-0047-000-1 SITE ADDRESS: NOTLEM DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: SHEET NUMBER: 4 A�n so, pi all 511 411 281 37" ' 24„ 312 24". 14" 12" .. 1211- 35-8 4 g 121111+ RL 30'1 W3630 W3030 W3612 W2430 MICRO L�L 3012 W2430 W1530 1 R 18" All 000 0 000 8 J E % 3 KITCHEN CABINETS - PLAN VIEW _ \A3.2,~ - - _ SCALE (24 X 36): 3/4" = 1, _ 0" 171 i I3611 FILE COP'*' ENGINE(=FLING/ s 3 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 DRAWING NOTICE 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. ENGINEERING LICENSE: fiax `�* ATE Oh C NA1- �����11111i If1UtV� �- DRAWING 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: REVISIONS:-- t p.,,_, DESCRIPTION I DA' FOR PERMIT 02/151 SITE NAME:"" NOTLEM LOTS 7-9 PARCEL ID: 3403-805-0048-Q00-5f 3403-805-0047-000-3 no SITE ADDRESS: s,. NOTLEM DRIB E FORT PIERCE, FL 34982 a: KITCHEN CABINET SHEET NUMBER: TRUSSES PERPENDICULAR 2X BLOCK It IG BETWEEN TRUSSES 2' O.C. AS REQ. r INSULATION USP-TR1 ROOF TRUSS TIE FIT TRUSS BOT. CHORD L USP - TR1 ROOF TRUSS TIE 2X4 TOP PLATE OR 1 - 1/2" X 3 - 518" METAL RUNNER INSULATION 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" METAq 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 -I5/8" METAL STUDS _-- 1/2" DRYWALL BOTH SIDES n --- -- 1/2" DRYWALL BOTH SIDES_ 2 0. 2"0 MIN. ,J SCH. 40 PIPE 2X4 BOTTOM PLATE OR 1-1/2" X 3 - 2X4 BOTTOM P AN PLATE OR 1-1/2" X 3 - X 2 3/4" STUD ANCHOR OR EQUAL 5/8" METAL RUNNER W/ TAPCONS 5/8" METAL RUNNER W/ TAPCONS OR CUT NAILS @ 2' - 0" O.C. (10d OR CUT NAILS @ 2' - 0" O.C. (10d 1l4" STEEL PLATE NAILS FOR WOOD FLOOR NAILS FOR WO D FLOOR DIRECTION TOP OF SLAB TOP OF SLAB OF TRAVEL GARAGE FLOOR SLAB 4" MIN THICKNESS. TYPICAL INTERIOR NON - BEARING WALL DETAIL 2 TYPICAL INTERIOR NON -BEARING WALL DETAIL 3 PROTECTIVE BOLLARD S-� .0 ', -.-_ SCALE (24 X 36): 1/2" = V - 0" -- S-1 .0 SCALE (24'X 36): 1/2" = 1'- 0" - S .� SCALE (24 X 36): 3/4" = 1'- 0 NOTE: STUCCO CEMENT FINISH STUCCO CEMENT FINISH WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK IN NO INSTANCE O.H.G.D. TRACK BRACKETS TO P.T. BUCK SHALL THE FRAME OVERHANG THE BUCK. CMU WATER RESISTANT COATING THIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD (SEE WATERPROOFING NOTE #1) FILLED CELL AT JAMB BLOCK (TYP.) LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE#1) O FILLED CELL AT JAMB BLOCK (TYPJ O #5 IN FULLY GROUTED CELLS 1X6 P.T. WOOD BUCK WITH \ 1X3 P.T. WOOD FURRING CAULK SEAM AT WINDOW INSTALLATION ADJACENT TO GARAGE DOOR 1X3 P.T. WOOD FURRING ALL SEALANT PER WATERPROOFING NOTE #2 AND (SEE WATERPROOFING NOTE #4). OPENING EACH SIDE. (3) SIDES CONTINUOUS. ALL (3) SIDES CONTINUOUS. ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 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 eImammir CORROSION RESISTANT FLASHING SEE WATERPROOFING NOTE #5 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) PER WATERPROOFING NOTE #2 WOOD TRIM ANCHOR 1X3 P.T. (MIN,) BUCK WITH SEALANT PER WATERPROOFING NOTE #2 AND APPLY PERIMETER SEALANT CAULK / ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ SEE WATERPROOFING NOTE #5 BETWEEN BUCK & WINDOW FRAME 8" O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) APPLY PERIMETER SEALANT CAULK ANCHOR DOORJAMB HEADER THROUGH (SEE WATERPROOFING NOTE #4) BETWEEN BUCK& WINDOW FRAME FRAME AND BUCK TO MASONRY IN STRICT ANCHOR WINDOW FRAME TO MASONRY (SEE WATERPROOFING NOTE 94) ACCORDANCE WITH MANUFACTURER'S MBEDMENT) IN STRICT ACCORDANCE WITH PRODUCT APPROVAL INSTALLATION MANUFACTURER'S PRODUCT APPROVAL REQUIREMENTS (MIN. 1.25" EMBEDMENT) INSTALLATION REQUIREMENTS E 4 O.H.G.D. BUCK DETAIL 5 WINDOW HEADER AND JAMBS TYP. BUCK DETAIL " 6 EXTERIOR DOOR BUCK DETAIL 51 0 SCALE (24 X 36): 1-1/2" = T - 0" S1 SCALE (24 X 36): 1-1/2" = 1'- 0" S 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 THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU FSTiiR"i C�1�TI�IGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE G 'MCVF 1(' E E N BUCK AND MASONRY. BOCC 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 WINDO�k COI INSTALLATION. 5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER DCQIQTAIJT IAITCDInD AID QCAI ADM IKIII TUC CAITID❑ DCDIl.1CTCD PLANS PREPARED FOR: "s�® r "'in °. �! �w 'F. w. foil 45 PLANS PREPARED BY: WHOLE HOUSE ENGIN ERING LLC 4451 St. Lucie Blvd. uite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 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: - jllnunin� Lv AB L`R •ti�GENS'. r, t� .- f ATE OF S�ONA 1�1111ifl'101111 DRAWING 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 CdNSENTOF WHOLE HOUSE ENGINEERING LLC PR,0JF17Ci' NUN1S'ER. 10177 ",-VISIONS: DE FOR PERMIT ,TE NAME: 2/15/20211' RBI I I NOTLEM LOTS 7-9 PARCEL r 1 i1 11411a 1 0 114i0 8 SITE ADDRESS: —r,� �� — NOTLEIVI DRIVE FORT PIERCE, FL 34932 - SHEET DESCRIPTION: Z2 - — - -- Z2 / \ Z2 _ - - - _ -- - -: -- z2 it r C1 I ROOF SHEATHING NAILING ZONE (N.T.S.) ZONE ITEM 1 r 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. f I I 1 4/12 4/12 ICI I 1 I 612# it 1 1 r )8 Fl I l; 1 J8 .' ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED C7 UPLIFT 400 #LUMBER (NON C CA BASED)FOR CORROSIVE PROTECTION AND FOLLOW RECOMMENDATIONS F THE PRESERVATIVE WOOD TREATER 0 FOR USE OF REQUIRED CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED CONNEC WOOD PRODUCTS. 05 ANCHOR i C3 "C' 2'-6" O/H I B06 BO 1 B° REVIEWED Fu 1 B09 CODE; COMPLIANCE N ST. LUCIE��C��++OUNTY BOCC - 839 t` # 1 o� �I J m m w �w m m� w� moo, I coo in m U NO. OF ALLOWABLE J MARK TYPE REF. NO. NAILS/SCREWS UPLIFT PARALLEL LOAD REMAIRKS 612 10 10d X 1-1/2" 1870 LEIS 710 LEIS O 1 .FILE COPY. 1 TO CONC. USP-HTA24 ( ) — I i I I II II I, I I / 1 \ ROOF FRAMING PLAN ITIC R 36 /AV CEILI M TRU D EP F FERE ENDE HORD. L3 — A ACCESS Z' J IN C G SUS S TOP OFFER RAHU _1 rc.s�rva rrscrrars�a.® rust: Adif fhi j "xx',, W�F'l - PLANS PREPARED BY: i=aHLERING WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34046 PHONE:772-409-1003 ` COPYRIGHT C2016 WHOLE HOUSE ENGINEERING LLC 1` L IMIA VIINJU IVV 1 111 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. ENGINEERING LICENSE: \.,`�11u n n rJ r rr�rffrf� ` I -ATE OF �rrAi/luril111t1 DRAWING 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: 101 REVISIONS: DESCRIPTION DATE BY REV — FOR PERMIT 0 15/20211 RB I SITE NAME: NOTLEM LOTS 7-9 PARCEL D 41 i1 114 11 41 S1 114; 111 NOTLEM DRIVE FORT PIERCE, FL 34982 VIIVLI IlLV VI\II. 91LSC. y. 4 I ROO FRAMIlillIG PL. IN, 'Q:lEET NUMBER: _ .. �._.. 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) # OF SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 2.849 410.16 3 2.849 410.16 25.635 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 I I wwwwmmmmmi r PLANS PREPARED FOR: F OJ BATHROOM #2 p 12X8 v U (186 CFM) — 10X6 -1 (153 CFM) 6" 8" BEDROOM #2 BEDROOM #3 8X4 12X12 5" (69 CFM) 12X12 -- - IL - 12" 10" 10° KITCHEN / DINING ROOM LIVING ROOM 18X18 - 8X8 8X8 8X8 8X8 (107 CFM) (107 CFM) (107 CFM) (107 CFM) THE DRAWING M-1.0 IS FOR GRAPHICAL PURPOSES ONLY AND WHE DOES NOT PROVIDE ANY OPINION ON M-1.0. REFER TO MECHANICAL ENGINEERING DRAWINGS FOR CALCULATIONS AND DETAILS Per Florida Statute 471.003 Electrical, Plumbing, HVAC and Mechanical work performed by licensed contractor under chapter 489 and meeting the requirements of 471.003 (h) are exempt 'from Professional Engineer Stampings. As such, the professional Engineer certifies this plan only for general schematic layout and does not provide any opinion on the actual Electrical, Plumbing, HVAC and Mechanical work performed by the licensed contractor. 6 66" 6" " 20X20 18" (920 CFM) ------ 12X12 10.1 CLOSET - SUPPLY SIDE 10X6 (103 CFM) 8" 6„ AHU IN 6" COFFERED 18X12 J' CEILING 10X6 (141 CFM) W co BEDROOM #1 v BATHROOM #1 1 HVAC PLAN _ SCALE (24 X 36): 1/4" = V - 0" REVIEWED FOR JODE COMPLIA!.r.. ST. LUCIE ICOUN � PLANS PREPARED BY: 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 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: — � NNA t A � \J� • - C E N S ,ATE OF :'�ZF NM- UTAMYYIIYV 19V I INC. 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 r PROJECT NUMBER: I 1�1i7 REVISIONS: DESCRIPTION DATE BY RE_ FOR PERMIT 02/15/2021 RB SITE NAME: NOTLEM LOTS 7-9 1 � Ivlrlu�r�. PARCEL ID: 3403-805-0048-000-5/ 3403-805-0047-000-8 SITE ADDRESS: NOTLEM DRIVE FORT PIERCE, FL 34982 JI ILG 1 LJCJNRIr I IV19. HVAC LAYOUT SHEET NUMBER: moniii no PER FP&L FOR O.H. - 150A 10 3W, 120/240V 10 - 150A 10 3W, 120/240V 10 ELECTRICAL SERVICE 150A METER M 150A 150A METER MAIN/DISCONNECT COMBO\M 150A - \� MAIN/DISCONNECT COMBO � PANEL PANEL A A NOTE: ALL WIRE TO NOTE: ALL WIRE TO BE COPPER. BE COPPER. (3) - #1 THHN W/ (1) - (3) - #1 THHN W/ (1) - #6JN 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, & 5/8" X 8'- 0" GALVANIZED GROUND ROD 5/8" X 8' 0" GALVANIZED GROUND ROD COLD PER FP&L FROM U.G. FOUNDATION COLD FOUNDATION ELECTRICAL SERVICE — STEEL WATER STEEL WATER PIPE PIPE i 21 ELECTRICAL RISER DIAGRAM O.H. SERVICE 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE E-1.0 SCALE : N.T.S. E-1.O SCALE : N.T.S. 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 40 CIRCUIT PANEL "A" 120/240 VOLT 150A M.LO. SINGLE PHASE DESCRIPTION BREAK/ POLE SPACE WIRE GA. WIRE GA. SPACE BREAK/ POLE DESCRIPTION RANGE 50-2P #6 #10 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 LIGHTING, 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 $11 REFRIGERATOR 20-1P 21 12 RX 12 RX 22 20-1P BEDROOM #2 MICROWAVE 20-1P 23 12 RX 12 RX 24 20-1P BATH OOM #2 RANGE HOOD 20-1P 25 12 RX 12 RX 26 20-1P BEDR OM #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 LU ,�gy EXH. FAN \ . O -mVP LIGHT \�yCOMBO \ O GENERAL ELECTRICAL NOTES FAN/LT J� IF _ JB COMBO COMBO <Li 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL \ I I I T iQ CODES. \ BEDROOM #2\ \ I (BATHROOM #2 I 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, ° AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO \ s° BEDROOM #3 sG \ GFI \ INSTALLATION. b� 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE ry N BID. : 3 SC PH GFI R 72 GFI. +18" GFI 4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE REF. RANGE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. OR 5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE � U POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET FRONT ENT Y \ KITCHEN / DINING ROOM POWER COMPANY SPECIFICATIONS IS IN THE BID. \ WP/ / GFI 6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE I \ �� GFI DROP OF 3% IS PERMITTED. 31 4„ GF FAwLT JB CON 1 RETE COM130 \ 7. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE SB ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND \ LIVING ROOM \ ° LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. GFI n CAN LIGHTS IN SOFFIT 8. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC110.3&110.2L C ONX8' CONCRETE 9. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, / \ _ PAD STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. IN ATTIC 3 CHIME s 10. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER ry 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 1N DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, t 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. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH B THREE WAY SWrrCH Qo PUSH BUTTON SWITCH 8 DUPLEX RECEPTACLE 8 DUPLEX RECEPTACLE - ONE W/ SWITCH I 220V OUTLET LIGHT FIXTURI_ C RECESSED LIGHT FIXTURE �} WALL MOUNT LIGHT RIXTURE YPc PULL CHAIN LIGHT FLOURESCENT LIGHT FIXTURE FLouREscENT ® FAN/' EXHUAST FAN/LIGHT COMBO B FAN/LT COMBO CEILING FAN/LIGHT (COMBO DISCONNECT SWITCH 5p SMOKE DETECTOR sb SMOKE/CARBON T COMBINATION SMO N MON. DETECTOR O GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTI_R D DRYER FUEL GAS W/ SHUTOFF VALVE GIF P ® .CLOSET ATTIC ACCESS I GFI I cF PANEL "A" I / BATHROOM #1 �- GARAGE CFI PREWIRED GARAGE AHU IN COFFERED OILING W/ DIRECT ISC. SW. 150A MLO 1201240V FAN/LT COMBO JB BEDROOM #1 \ \ , \ DOOR OPENER -, L.: � GFI �-- I EWH GFI \ — /.. 240V DISC. SW: ry \ I- I LU U) EXH. FAN O LIGHT COM O �. ECEC: METER - LOCATION-24DV WP .GFI DISCONNECT . DETERMINED BY HABITAT CAN LIGHTS IN SOFFIT CONDENSING UNIT TX S CONCRETE PAD 11--vi+t—wtu i"Vi, ICE"COMPLIANIL QT I 1 1^11G, f%f1U1K1'$.. 1 ELECTRICAL FLOOR PLAN tE-1.0 SCALE (24 Per Florida Statute 471.003 Electrical, Plumbing, HVAC and Mechanical work performed by licensed contractor under chapter 439 and meeting the requirements of 471.003 (h) are exempt from Professional Engineer Stampings. As such, the professional Engineer certifies this plan only for general schematic layout and does not provide any opinion on the actual Electrical, Plumbing, HVAC and contracto r. h licensed c b t e Mechanical work performedy- — ^" DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURFIOSES ONLY, SIZE AND LOCATION MAY VARY TO MEET AANUFACTURER'S SPECIFICATIONS. ` DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: �- DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED i OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC FIROJECT NUMBER: fyI—_VISIONS: _ DESCRIPTION I DATE BY FOR PERMIT P2115/2021 RB''` - SITE NAME: NOTLEM LOTS 7-9 PARCEL ID: 1 Z0 1 i 0 0 3403-805-0047-000-8 NOTLEM DRIVE FORT PIERCE, FL 34982 .Z:odtt: I LBtJI.KIr 1 lur4: .`^+I�dtt 9 I'�SPJ141I'3L Is ••,_. „" GENERAL 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 1 OF FROM AN ADJOINING LOT LINE& 1 O'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 3 MAXIMUM WATER OUTLET TEMPERATURE OF 120° F. C _�U I LU 2" UU 0) — — 19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR 0 DEn 0 VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS. 0 BEDROOM #2 0* 2 3" " RECESSED WASHER w BATHROOM #2 VALVE & DRAIN BOX 3" 2" VTA BEDROOM #3 FR Q. 0 STUDOR OR EQ. AIR INLET VENT IN CAB. UNDER SINK. 6'X 13'- 4" 1 2" CONCR-ETE — — — — — — — — — — I — — — — — - L 3 — — — — — — — — TO SEWER d SLAB LIVING ROOM VTA 2"VTA KITCHEN DINING ROOM 2' VTR 2" - VTA 2" 2 FRONT ENTRY 22SWR 13 3' WC W 2" 3" 3' Y� C.O. A.A.V. 1 1/2" 3' �DW SINK 1-1/2" SINK 3 1 - 112" C.O. 3" 2' '2- VTR 2" 20 SWR 1 -1 /2" ry SINK 3" 2„ \/TA 2" VTR 3" 1-1/2" 1 *1 2" VTA BATHROOM #1 BEDROOM #1 2" 4 8IX81 CONCRETE PAD 0 LU V) REVIEWED POP _1 COM." L) ST. LOCAF ;t_X, BOCC 3. C.O. 2" TOSEWER AC C.O. FILE COPY 2 PLUMBING RISER 1 PLUMBING PLAN P-1.0 SCALE: N.T.S. P-1.0 SCALE (24 X 36):1/4" = l'- 0" a WIN. ip"?Z All, a,,, 3TP vil "A F. for fi A. N -- PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 7n-409-1003 COPYRIGHT 02016 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': — EilGINEERING LICENSE: DRAWING 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 REVISIONS:---,, _ i- " DESCRIPTION DATE BY REr FOR PERMIT _02/15/2021 =RB- - SITE NAME: NOTLEM LOTS 7-9 PARCEL ID: 3403-805-0048-000-5/ 3403-805-0047-000-8 NOTLEM DRIVE FORT PIERCE, FL 34982 i—SHEET DESCRIPI-K"A,': rD U11MBING li rl r_ r_ 4 1*5 U I'di KI r_ 83 ; 1 4p,% 0 e;0