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HomeMy WebLinkAboutBuilding Plansr' rLHNa rKtrHKCU I -UK: Know what's below. Cal before you dia. * 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 1. 2020 FLORIDA BUILDING CODE, RESIDENTIAL 7TH EDITION 4' A2020'.FL'0RIDA-PLHMMNG CODE 7TH``-DtTtON_"",; 3. 2020 FLORIDA MECHANICAL CODE, 7TH EDITION 4. 2020 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 7TH EDITION 5. 2017 NATIONAL ELECTRIC CODE Pmmml&, &4=*%, 0� Apwr% mujEuT: r r% ''tiTo"`kMER NAME U U SITE INFORMATION PROPERTY OWNER: ST. LUCIE HABITAT FOR HUMANITY, INC 702 SOUTH 6TH STREET FORT PIERCE, FL 34950 PHONE: (772) 464-1117 SITE ADDRESS: PARCEL ID: 1301-607-0240-000-4 BROOKLINE AVE FORT PIERCE, FL 34982 SAINT LUCIE COUNTY S I N 600"ALE I�AMILY 3 BEDR001VI HABITAT'FOR B ROU" KL I N E AVE 11 PARCEL IU': 1301-607-0240-000-4 00" FORT Fro"11�.RCE, FL 34951 SAINT LLJU0*4"1E COUNTY C & C PRODUCT APPROVAL NUMBERS PROD. APP. PRODUCT FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL PRODUCT APPROVAL SYM. OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER E)KPIRATION DATE PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 20-0813.07 12/27/2026 PA 2 THERMA-TRU FIBERGLASS ENTRY DOORS FBC FL20468.1 - PA3 HAAS DOOR COMPANY GARAGE DOOR FBC FL16-660.11 - TAMKO BUILDING PRODUCTS HERITAGE'ASPHALT SHINGLES' v .. - _.,f v.. F.�C _. _ ..f .... ,L1.a 3 5 1 ....r_.... f .... _ r_Y. ,. _., PA 5 LOMANCO 135 SERIES LOUVERED ROOF VENTS MIAMI-DADE NOA 21-0323.07 07/29/2026 PA 6 GAF ROOFING FELT FBC FL10626 _ 0 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 _ Ur%Mvv11Y\9 NYV 9 lirr— 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: Digitally signed g y,by Ryan M Bays DN: ��tt,ib9tlill181�f E=Ryan.Bays@WHEngineering.net, � i i" CN=Ryan M Bays, O=Whole House t� ` M. + `> Y Engineering LLC, L=Fort Pierce, �� y? ' A Bays S=Florida, C=US } B� Reason: I am approving this document t Date: 2021.11.1515:17:33-05'00`' 71, OR ID >� UKAvv1NV NU 1 Mot: 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 Kt,V1bIUN5: DESCRIPTION DATE BY RE FOR PERMIT 03/02/2021 RB - PERMIT COMMENTS 11/15/2021 RB BROOKLINE DESCRIPTION:HEET Know what's below. Call before you dig. ,fww.call811.corn APPLICABLE CODES ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOC/kL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONS-FRUED 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 k'..#USTOMER NAIME: Hk'kBITAT'FOR HUMANITY PARCEL ID: 1301-607-0240-00()mA IBM m Immem.9 PLO-*)'ffimm1"` 0 UAo"' K L I N E AVE 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. PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE.NOA 20-0813.07 12/27/2026 PA 2 THERMA-TRU FIBERGLASS ENTRY FBC FL20468.1 - DOORS PA3 HAAS DOOR COMPANY GARAGE FBC FL16-660.11 DOOR PA 4 TAMKO BUILDING PRODUCTS FBC FL1 8355.1 - HERITAGE ASPHALT SHINGLES PA 5 LOMANCO 135 SERIES LOUVERED MIAMI-DADE NOA 16-0510.25 08/17/2021 ROOF VENTS PA 6 GAF ROOFING FELT FBC FL10626 J ight (!Oat Ij mop- Im Cpqwma Av rr A,e me UL m A Ave 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 �dptk 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 0 2016 WHOLE HOUSE ENGINEERING LLC DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY.I SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: 0 No.88 6 ATE OF OR W-V Urx/AVV11m%7 imu I 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 rPROJECT NUMBER: 10177 SITE NAME: BROOKLINE PARCEL ID: 1301-607-0240-000-4 01 BROOKLINE AVENUE FORT PIERCE, FL 34951 SHEET DESCRIPTION: TITLE SHEET,: S?SEET 1111 r1i B E R: VCW ID AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG. LONG AFF ABOVE FINISHED FLOOR LIN. LINEN AFI ARC FAULT INTERRUPT LGT LIGHT ALUM ALUMINUM L.T. LAUNDRY TUB AHU AIR HANDLER UNIT MAX. MAXIMUM B.F. BI FOLD M.C. MEDICINE CABINET B.P. BI PASS MECH MECHANICAL BLK. BLOCK M.R.H. MEAN ROOF HEIGHT BRKFST BREAKFAST MTL METAL BLK'G BLOCKING MFR. MANUFACTURER BM BEAM MICRO. MICROWAVE BRG. BEARING MIN. MINIMUM BOT. BOTTOM MIR MIRROR CAB CABINET M.O. MASONRY OPENING CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL. METAL CL CENTERLINE OBSC OBSCURE CLG. CEILING O.H.D. OVER HEAD DOOR CLO CLOSET OC ON CENTER CLR CLEAR OPP OPPOSITE CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT CONC. CONCRETE P.S.I. POUNDS PER SQUARE INCH CONK CONNECTION P.T. PRESSURE TREATED CSMT. CASEMENT PART'N. PARTITION CTR CENTER PH PHONE DBL. DOUBLE PKT. POCKET DF DRINKING FOUNTAIN PL PROPERTY LINE DIA. DIAMETER PLYWD. PLYWOOD DISP. DISPOSAL PNL PANEL DP DESIGN PRESSURE R RADIUS DR. DOOR REF 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 STEEL F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS FDN FOUNDATION STD STANDARD FIN. FL. FINISH FLOOR STL. STEEL FLUOR FLUORESCENT SW SWITCH FO FLOOR OUTLET SYM SYMMETRICAL F.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 BEAM GFI GROUND FAULT INTERRUPT T.OPL. 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 NOTED ®THERM/ISE HB HOSE BIBB UL UNDERWRITERS LABORATORIES HC HOLLOW CORE VERT VERTICAL HGT. HEIGHT V.I.F. VERIFY IN FIELD HORZ. HORIZONTAL W.A. WEDGE ANCHOR` HM HOLLOW METAL W/ WITH HPS. HOOPS WC WATER CLOSET HR HOUR WD. WOOD HVAC HEATING VENTILATION AIR COND. WH WATERHEATER HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE ID INSIDE DIMENSION W/O WITHOUT INSUL INSULATION WP WATERPROOF INT. INTERIOR WPH WALL PHONE LAM. LAMINATE WSCT WAINSCOT WT WEIGHT r 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS I'd 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 SHIALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BEE 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 APPL-Y TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOIR 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 (1AULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILE'NG AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 12. THESE DRAWINGS ARE DIAGRAMATIC; AND ARE INTENDED TO SHOW THE DESIGI: INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL IT01S THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. 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 GLAZED) AS PER F.B.C. 2406.4 & 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) & R3()8.4 (2) ALL GLAZING WITHIN 24" OF AND PARrLLEL TO A DOOR SHALL BE TEMPERED. 3. FIRE BLOCKING PROVIDE FIRE BLOCKING AT ALL CON(,EALED SPACES. 4. SHUTTERS STORM SHUTTERS WITH AN ACCE=PTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DO ORS 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, .'O,, WIDE, AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1� t 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 .00ATED 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" C.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 BELOVV 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 13ACKING 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 BC)ARD APPLIED TO THE GARAGE SIDE. 10. GARAGE DUCTS DUCTS IN THE GARAGE & DUCTS PEN[=TRATING THE WALLS OR CEILINGS SEPARA?-ING THE DWELLING UNIT FROM THE GARAGE 3HALL BE MIN..019" SHEET METAL & SHALL _iAVE 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 C)F 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 REQUIP ED FOR CABINET ATTACHMENT. 13. WOOD FRAME WALLS WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14. SAFEGUARDS WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL kE 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 LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED 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 ULTRABOND EPDXY". 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. 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 BILLET 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 OTHERWISE 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 UNIT MASONRY #5 X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION FLAN 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 3'-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER BARS: ALL 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. 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH 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 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. I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. CODE EDITION: x❑ FLORIDA BUILDING CODE ASCE 7 (EXPOSURE CONDITION) C CONSTRUCTION TYPE: VB_ OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: -ff PARTIALLYEIN=ED 0 ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: s 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: it (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 COE=FFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 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' BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT: 10 PSF TOTAL FLOOR TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 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 ILL: L/360 . FLOOR TL: N/A FLOOR ILL: N/A MAXIMUM DEFLECTION: 1.25" SOIL BEARING CAPACITY: 2500 PSF LJI[e1vY11VV IVV I Moc 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. GIVVIIVGGRIIVV LlliClVa'�C: ANQt✓, NoJATE 6 F sS/GN,C 1j111111t "ox uRHvvlivV Nu 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 - VKUJtL; I fNUMk3tK: 10177 DESCRIPTION • ' PERMIT -®- es� 01 1 G IVHIvIC: 011 C IVUIVIdGK: PARCEL ID: 1301-607-0240-000-4 onlzG 1 ur-O OM11- 1 IViV: N", i• I 8" CMU 8" CMU a I� CURB HEIGHT VARIES. RECESS CMU 1.5" CURB HEIGHT VARIES. 30" MIN. LAP DOUBLE I� W.W.F. 3' EDGE @ 30" MIN. LAP � i— DOUBLE W.W.F. 3' @EDGE BEYOND F=OOTING HAUNCH BEYOND FOOTING HAUNCH 30" MIN. LAP DOUBLE W.W.F. 3' @EDGE 01 j BEYOND FOOTING HAUNCH } �1 TOP OF HOUSE SLAB 2-1/2" ED FL DUE a e ` �' -• ES DUE TOP OF SLAB - - - TOP OF HOUSE SLAB TOSLOPEDFLOOR) R _ + LA TO SLOPED FLOOR) _ TOP OF GARAGE SLAB TOP OF GARAGE SLAB o - V-4 12 4 0 MIN, 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF 12" MIN./'; 1. 4„ ,D p 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF - OR FIBERMESH ON 6-MIL POLY ETHYLENE - -a- -- 4" CONC., R INF. W/ 6"x6" W1.4xW1.4 WWF o OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED OR FIBERMESH ON 6-MIL POLY ETHYLENE _ Q VAPOR BARRIER ON WELL -COMPACTED r CLEAN TERMITE TREATED FILL VAPOR BARRIER ON WELL -COMPACTED D CLEAN TERMITE TREATED FILL 3" MIN. COVER J -- 1'-4" CLEAN TERMITE TREATED FILL VARIES 1'-4" \ STANDARD A.C.I. 90 HOOK 3" MIN. COVER 1'-4" STANDARDA.C.I. 90 HOOK 3" MIN. COVER STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM (2) CONTINUOUSBOTTOM CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS REINFORCEMENT ON CHAIRS REINFORCEMENT ONCHAIRS A� EXTERIOR WALL MONOLITHIC FOOTING B GARAGE CURB MONOLITHIC FOOTING / C \ _ _ INTERIOR BEARING WALL MONOLITHIC FOOTING SCALE (24 X 36): 1/2" = 1' - 0" SCALE 24 X 36 : 1/2" = 1' - 0" A-� .0 ( ) A_1 .� SCALE (24 X 36): 1/2" = 1' - 0" -e) FOUNDATION PLAN A-1.0SCALE (24 X 36): 1/4" = 1' - 0" �Im — PLANS PREPARED BY: 1Ir\i-mI WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT c2016 WHOLE HOUSE ENGINEERING LLC I LJm/AVVIIVu ICIV I I1.M THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. a DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. GIVL�IIVGGft11Vi7 LIl+C1V�C: ����yttttpl'l H1'1f1!)��� �\CENs t� No. 88 6' ; ATE OF OR VD �1!!![d1IfV�j1�1 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: I — SITE NAME: PARCEL ID: 61 1 41 /1 - rr - FOUNDATION A► r .. C? 41'-4" 16- 1 /2" 9'-3" r w jo i-- ' EGRESS WINDOW UU X LU X _ U r U CV ' 00 4. ° CV i CV w BATHROOM #2 8'-8" X12'-0" BEDROOM #2 15'-4-1/2"X12'- . a 4 4 a a 6' X 13' - 4" LIVING ROOM COSLAB NCRETE 1I7' - 0" X '13' - 8-1/2" 4 CO FRONT ENTRY zi 6'-0"X13'-4" 14'-8" ATTIC ACCESS / GARAGE 20'-0"X13'-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. LUME UNDER AIR: 10,680 CU. FT. - 20'-8" - J PROTECTIVE BOLLARD SEE EWH DETAIL 2 - S-1.0. AC a . PAD 16'-0 1 /2" - -- BEDROOM #3 15'- 4-1/2" X 12'- 0" REFRIGERATOR OPENING O z ° �o " o KITCHEN / DINING ROOM W 17'- 0" X 13'- 8 1/2"' X� BEDROOM #1 11'-4"X13'-81/2" 12'-3 1 /2" _ __ EGRESS WINDOW G� � FLOOR PLAN A_2.0 SCALE (24 X 36): 1/4" = 9' - 0" 20' CLOSET 2'- 4" X T- 8 1/2" BATHROOM #1 7' 8-1/2" X 11' - 1" 5'-9" - 8'-4 1/2" 0 wb Ox o U � o CV EGRESS WINDOW NOTE: BUILDER TO COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. 0 N • a a • a a 8'X8' a CONCRETE a. PAD Z; . a a n 0 CV rurrkmvvINV NV I KOM 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. Cf�IViNCCKINl7 LILrtN:9t: EN No. $ :` A OF OR I 10-3 IONACC uKHVvll4u NU 1 lut: 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 DESCRIPTION �A • - PERMIT�® JI 1 C NHivlt: BROOKLINE ZIHEET NUMBER: m A .................. _.__.._ _ __.__.............. _... INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION .._._ ._ ...................._ .................. �q 3068 ........ ......... _.... .......... 6 - PANEL HOLLOW -CORE ................................................................................ 3068 ........................................................................................................................................................................._..................................................................................................................... 6 - PANEL STEEL 4068 4'- 0" X 6'- 8" BI-FOLD r OW NOTES: _ WINDOW GENERAL DOOR & 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 IN STALLED L LED WITH SUPPLIER BE FORE BUILDING OPENINGS. 0 LINTEL SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) _ -__ ___ ___ MANUFACTURER �� --- - (FT -INCHES) OPENING PRODUCT RATED SYM. ITEM LOCATION DESIGN DESIGN PRESSURES PRESSURES POS. NEG. (1� 23SH WINDOW KITCHEN 3'- 2" X 3'- 2 7/8" LAWSON SEE ELEV'S +80.0 -80.0 2\ 25SH WINDOW BEDROOMS 3'- 2" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 ................. 3 35SH WINDOW LIV ROOM 4'- 6" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 4 2580 SERIES GARAGE DOOR GARAGE 8'- 0" X T - 0" HAAS DOOR SEE ELEV'S +31.3 -34.9 THERMA-TRU 3068 OUTSWING DOOR Wi WD. LIVING ROOM 3'- 4" X 6'- 10" THERMA-TRU SEE ELEV'S +67.0 -67.0 5 j FRAME; THSHLD.; PEEP HOLE 6 .� ...... .. ._.__._ _ _ ........ __... THERMA-TRU 3068 OUTSWING DOOR WITH WD. .... DINING ROOM ................ ..._.. 3 - 4„ X 6'- 10' THERMA-TRU SEE ELEV'S +67.0 -67.0 FRAME; THSHLD. SAFE APPLIED SAFE APPLIED GRAVITY GRAVITY UPLIFT UPLIFT SYMBOL LENGTH LOAD LOAD LOAD LOAD COMPOSITE BEAM L1 4'- 6" 2189 1050 1207 505 8F8-1 B-1T L2 4'- 6" .Y_ 2931 870 2707 315 --_._- 81716-013-1T ------------............... ._..-...----.._....__....._............. ...-.................. ............. _........... ................. ..._.-................ ---........ _.......... ._.__. L4 ...... _........... ....._.._............................ .............. ._.................. 4'- 6" ......:................................. ................................ 2931 ... .... _.............. -.............. .... _........ .......... ... 870 ------._............................. _............... 2707 ....--._----......................_._.....--- 315 ---............................................... -_.......... _... 8F16-OB-lT L5 4'- 6" 2931 730 2707 255 8F16-013-1T L6 4'- 6" 2189 810 1207 345 8F8-lB-lT L8 4'- 6" 2931 205 2707 65 ---- ....._... - ---. 8F16-OB-lT ...... _................... ........ _... -.............................. --... _............................... ------............... ...................._..._..............:_....................................................-.._.._............... L9 ............................. _............... __............... -.... ...... 9' - 4" 2564 .._........._.................... ....-..:............................ 205 ..... __..... __... _..................... _........................... 1474 .................. ......... -....... ...__........... _..... ..-----...................................... 65 8F20-1 B-1 T L10 5' - 10" 1631 1050 2080 505 8F16-OB-1T Ll l 4'- 6" 2189 320 1207 90 8178-1 B-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, d 1. ,A 3.(� 16-0 1 /2" BEDROOM #2 15' - 4-1/2" X 12' - +31.6 6' X 13' - 4" _34.5 CONCRETE - SLAB (3 L 10, FRONT ENTRY 6'-0"X13'-4" +32.0 -34.8 co r H U) x X i' U FV 41'-4" 9'-3" ---- ------ 16-01/2" w co ' BEDROOM #3 px C� 15'- 4-1/2" X 12'- 0" CV I w BATHROOM #2 a 8'-8" X12'-0" u LIVING ROOM 17' - 0" X 13' - 8-1/2" r`1 I" PRODUCT APPROVAL EXPIRATION NUMBER 20-0813.07 12/27/2026 20-0813.07 12/27/2026 20-0813.07 12/27/2026 FL16660.11 - F L20468.1 - F L20468.1 - ifl b NOTE: BUILDER TO `V COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL WGERATOR TovEi FIXTURES, CABINETS, OPENING APPLIANCES, COUNTERS, ''' COLORS, ETC. r _ Y n ±36.3 33.5 �A-3'0 KITCHEN I DINING ROOM--------W --, 17' - 0" X 13' - 8 1 /2 ATTIC ..._----- ACCESS __._.... ............... -.. .......................... v ....._..__.. . _. _._. GARAGE 20'- 0" X 13'- 4" AHU IN COFFERED ' A BATHROOM #1 CEILING A� 7' 8-1/2" X 1l' - 1" .......................................... BEDROOM #1 ............................ 5'-9.. ................. 1V-4"X13'-81/2" 20'-8" .... 12'-3 1 /2° ► . 8'-4 1/2 .. ............................ r� W�o PROTECTIVE -'"-, <� p x BOLLARD SEE i' EWH U ... ............ ................................ ................. ......... DETAIL 3 - S-1.0. ..... ....... .. ...... ... ... . ...... .. N +32.4 [ 2 ! L8 j -35.3 AC PAD FRAMING PLAN A-2. 1 SCALE (24 X 36): 1 /4" = l' - 0" 8' X 8' CONCRETE co PAD urr AVVIl°` U NU I Mot: 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: �- 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: DESCRIPTION:DATE BY RE FOR PERMIT 03/02/2021 RB PERMIT COMMENTS 1 11/15/2021 RB JI I I= IWAIVIC: BROOKLINE FRAMING PLAN lop PLANS PREPARED FOR - INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION REMARKS 1�1 3068 t 6 - PANEL HOLLOW -CORE FEB 3068 6 - PANEL STEEL 406$ 4'- 0" X 6'- 8" BI-FOLD GENFP.L DOOR & WINDOW NOTES: 1 AI__AL"U'IMINUM WINDOWS SHALL BE IMPACT RATED, WHITE FINISH WITH LOW "E" INSULATED CLEAR GLASS. 2 ' LL,_V 14DOW UNITS SHALL BE SUPPLIED WITH SCREENS. ::. !-- S&tALL 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 TALLIED WITH SUPPLIER BEFORE BUILDING OPENINGS. EXTERIOR DOOR & WINDOWSCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) MANUFACTURER -- _ PRODUCT APPROVAL - _ (FT -INCHES) OPENING PRODUCT RATED NUMBER EXPIRATION 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 O 25SH ;/1/INDOW BEDROOMS 3'- 2" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 O 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 7' - 0" HAAS DOOR SEE ELEV'S +31.3 -34.9 FL16660.11 _ O THERMA-TRU 3068 OUTSWING DOOR W/ WD. LIVING ROOM 3' - 4" X 6' - 10" THERMA-TRU SEE FRAME; THSHLD.; PEEP HOLE ELEV'S +67.0 -67.0 FL11136-R5 _ THERMA-TRU 3068 OLITSWING DOOR WITH WD. O 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 LOAD COMPOSITE BEAM L1 4'- 6" 2189 1050 1207 505 8F8-1 B-1T L2 4'- 6" 2931 870 2707 315 8F16-0B-1T L4 4' - 6" 2931 870 2707 315 8F16-0B-1T L5 4'- 6" 2931 730 2707 255 8F16-0B-1T L6 4'- 6" 2189 810 1207 345 8F8-1 B-1T L8 4'- 6" 2931 205 2707 65 8F16-0B-1T L9 9' - 4" 2564 205 1474 65 8F20-1 B-1 T L10 5' - 10" 1631 1050 2080 505 8F16-0B-1T L11 4'- 6" 2189 320 1207 90 _ 8F8-1 B-1 T 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. L2 M 16'-0 1/2" BEDROOM #2 15'-4-1/2"X12'- +31.6 6' X 1 T - 4" CONCRETE SLAB 0 L10 FRONT ENTRY 6'-0"X 13'-4" +32.0 -34.8 O CO N w w Zo © O X J d. U , N LIVING ROOM 17' - 0" X 13' - 8-1/2" 41'-4" 9'-3" - 16'-01/2" - LU BEDROOM #3 pX © 15'- 4-1/2" X 12'- 0" J � \ N w BATHROOM #2 8'-8" X12'-0" REFRIGERATOR OPENING I� STOVE/ ) MICROWAVE W) 00 KITCHEN / DINING ROOM io NOTE: BUILDER TO `V COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. L5 0 Y o O �;_o o +33.5 2 -36.3 A-3.0 17 -0 X13 -81/2 s- 14'-8" - 20' C L11 � CLOSET ATTIC / B \ `J 2' - 4" X T - 8 1/2" ACCESS GARAGE 20'-0"X 13'-4" AHU IN COFFERED iv A BATHROOM #1 7 8-1/2" X 11' - 1 BEDROOM #1 5'-9" 11'-4"X13'-81/2" 20'-8" - 12'-3 1/2" _ - - 8'-4 1/2" PROTECTIVE -� U X BOLLARD SEE EWH DETAIL 3 - S-1.0. U ° AC . PAD a +32.4 O 35.3 FRAMING PLAN A_2. 1 SCALE (24 X 36): 1/4" = 1' - 0" 8' X 8' CONCRETE o0 PAD 0 T N 0 %,I WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC rLim/AvVilAu NV I IC.0 THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. 1"Nla1Nr_tKINls L1UtNbtt: �`�yStA6lkl�}Elt])t�� C E MSF''� No. 8 6 * , ATE OF � 70NAU � 4`0 Li MAR 11yu NV 114t: 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 h'KIJJCI; I NUMbLK: 10177 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 03/02/2021 RB - NTE Ai BROOKLINE AVENUE FORT PIERCE, FL 34951 FRAMING i PLAN SHIN EGRESS WINDOW - E +32.3 ; -35.2 +31.8 +32.4 ; -35.2 ; -34.6 FRONT ELEVATION A-3.0 SCALE (24 X 36): 1/4" = 1'- 0" . .....a.. .-. — /GAIT /T/O 2 REAR ELEVATION A-3.0 SCALE (24 X 36): 1/4" = V - 0" +29.7 ; -32.6 TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF (TYP.) \Iji 0'-0"FF 4" (MIN.) FF @ FRONT OF GARAGE (T -O" OPENING REQUIRED) TOP OF BEAM - 8'- 0" AFF Rr)TTnKA nF I INTFI - 6'- A" AFF 0'-0"FF FIBERGLASS/ASPHALT L: IMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ Mil`. 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 2V 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 E; . TRUSS (SEE ANCHORING SCHEDULE) 26ga. GALV. MTL. D :1 EDGE P.T. 1 x 2 - 4-SEE FLOOR PLAN & 'E EVATIONS FOR TRUSS BRG. HEIGjHT --- 2x6 ROUGH SAWN CEDAR FASCIA W/ (2) GALV 16d EACH TRUSS 5/8" STUCCO ON MTL. LAT� W/ 4"x24" - ALUM. SCREEN VENT @ 48" O.C. i MOISTURE BARRIER (METAL 1' - 6"(TYP.) SEAT OR FELT PAPER) NO. 9 GAUGE, LADDER TYPE -- - J HORIZONTAL JOINT REINFORCEMENT REQUIRED @ 16" O.C. (TYPICAL) 7-5/8" 5/8" (MIN.) STUCCO --__ 8" CONCRETE BLOCK WALL 30" MIN. LAP FINISH FLOOR LINE 1-1/2." RECE& DEPTH i rx � ui O t3 WIDTH -3,0�` 12 4 i 1" 3/4" 1/2" 1 - STORY L.B.W. TYP. SCALE (24 X 36): 1/2" = 1'- 0" R-38 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 LOCATION) 1" RIGID BOARD INSULATION R-5 N2" OYP: BOARD'ON P:Y"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. 3' @ EDGE BEYOND FOOTING HAUNCH 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBS IRMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL STANDARD A.C.I. 90 HOOK CONTINUOUS BOTTOM REINFORCEMENT. SEE SHCEDULE FOR SIZE AND QUANTITY. 0 - DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECT!'1RAL S'i'MBOLS USED FOR GRAPHIC PURPOSES ON,_Y.SIZE AND LOCATION MAY VARY TO MEET MANUFA.CTUREIR'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENICINEERING LICENSE: NE NN AV ��L�t��Inrrr>rrr ��Q'••�� eisS'4 �- No.88 k ATEOF F n O R I'D � �`,•`�� NA\'�v� DRAWING NOTICE: , "HESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE° P,'-'fOPERTY OFWHOLE HOUSE ENGINEERING LLC fND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTliBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF'NHOLF HOUSE ENGINEERING LLC F''N'10JECT. NUMBER: 1 D'i 77 RR EVISIONS: DESCRIPTION DATE BY RE r": R PERMIT' 03/02/2021= RIB - r S "rE NAME: BROOKLINE �; l._E NUMBER: PARCEL ID: 13e 1- 607-0240-000-4 r 6'°IEETi NUMBER: r - 300 fil M-MNO rKerHKtu rVK: TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6' - 8" AFF IPA 0'-0"FF J LEFT ELEVATION SCALE (24 X 36): 1/4" = 1' - 0" TOP OF BEAM - 8'- 0" AFF "V BOTTOM OF LINTEL - 6' - 8" AFF 0'-0"FF J -4" (MIN.) FF @ FRONT OF GARAGE (7' - 0" OPENING REQUIRED) ;2 RIGHT ELEVATION A_,3.1 SCALE (24 X 36): 1/4" = 1' - 0" uKNvvl[m%j Nu 1 It,t THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. CNt71NCCKINt7 LIt®tN1t: Ljrw.l®vvll'4 7 Ivv 1 It.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 DESCRIPTION FOR PERMIT , _®s s � sAwnwiNkm N1160'yWLWAVil-7"Ikv PARCEL ID: / • 1 1 � 1 11,1 � al 1 C HLJLjmr:0.l): BROOKLINE AVENUE FORT PIERCE, FL 34951 .7-lGG I uGJ4Rlr I IVN: Ii� Fl rL AN.-) rmr- /Ammu rum: 101911 12„ 3581, 414if ELEVATION VIEW tA 33 SCALE (24 X 3(,): 3/4" = 1' - 0" 281 8 KITCHEN CABINETS-- PLAN VIEW SCALE (24 X 36): 3/4" = l' - 0" 37" ___ 24" -� 312" 24" 14" 12" ELEVATION VIEW Q _ 3 2 SCALE (24 X 36): 3/4" = 1' - 0" U KAVV I IV La N L) I I Lo tt 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: `Nwj W l l l lli/// « No. 8 6 ATE OF .' LJKAVVIIVI.7 NV 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 r .. DESCRIPTION .• ®� r PERMIT 03/02/2091 s®� PARCEL ID: 1 •1 i 0 NO= r TRUSSES PERPENDICULAR — INSULATION - USP - TR1 ROOF TRUSS TIE PLATE OR 1 - 1/2" METAL RUNNER )D FRAMING @ 16" O.C. 2" X 3 - 5/8" METAL STUDS WALL BOTH SIDES "TOM PLATE OR 1-1/2" X 3 - 'AL RUNNER W/ TAPCONS NAILS @ 2'- 0" O.C. (10d DR. WOOD FLOOR SLAB TYPICAL INTERIOR NON BEARING WALL DETAIL SCALE (24 X 36): 1/2" = V - 0" O.H.G.D. TRACK BRACKETS TO P.T. BUCK THIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. - #5 IN FULLY GROUTED CELLS CAULK SEAM AT WINDOW INSTALLATION ADJACENT TO GARAGE DOOR (SEE WATERPROOFING NOTE #4). \ / OPENING EACH SIDE. 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). — 2X6 P.T. (SYP) WOOD JAMB FASTENED W/ 5/8" S.S. 304 EXPANSION ANCHOR (MIN. 3 -1/2" EMBEDMENT) 3.25" MIN. EDGE DISTANCE -- W/ 2" SQUARE WASHERS SPACED @ 24" O.C. MAX. (8" MAX. FROM ENDS) 4 O.H.G.D. BUCK DETAIL �S 1.0 ) SCALE (24 X 36): 1-1/2" = 1'- 0" INSU :TWEEN .C. AS REQ. I ROOF TRUSS TIE PLATE OR 1 - 1/2" METAL RUNNER D FRAMING @ 16" O.C. " X 3 - 5/8" METAL STUDS VALL BOTH SIDES FOM PLATE OR 1-1/2" X 3 - %L RUNNER W/ TAPCONS BAILS @ 2' - 0" O.C. (10d iR WOOD FLOOR >LAB 2 TYPICAL INTERIOR NON - BEARING WALL DETAIL S-1.0 SCALE (24 X 36): 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 ,,r1WB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. 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. 5 WINDOW HEADER AND JAM13S TYP. BUCK DETAIL S1 .o SCALE (24 X 36): 1-1/2" = 1'- 0" 8" 2" co 0 o �I • 1 „ � � ih DIRECTION OF TRAVEL 2"0 MIN. SCH. 40 PIPE 1/2" X 2 3/4" STUD ANCHOR OR EQUAL 1/4" STEEL PLATE A a" GARAGE FLOOR SLAB / 4" MIN THICKNESS. / 3 PROTECTIVE BOLLARD \ S 1 .0 SCALE (24 X 36): 3/4" = 1'- 0" \--7/ STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) 1X6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #2 AND ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #4) 0 FILLED CELL AT JAMB BLOCK (TYP.) 1 3 P.T. WOOD FURRING A�L (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) 6 EXTERIOR DOOR BUCK DETAIL S1 .0 SCALE (24 X 36): 1-1/2" = 1'- 0" 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL. BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8"' BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE C!GT 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 / DO: DR 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. ,- A v 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. tN U1NttK1NU LIC:tIV,C: AV 1 No. $8 6 ATE OF F� 4R1��•' '1j111ilIlilTIt1�Y1�� 1JKFAVVIIVl,7 Nu 1 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 1 1. 10177 DE • - PERMIT s®� o®� A t . ■■ ft BROOKLINE AVENUE FORT PIERCE, FL 34951 STRUCTURAL DETAILS A t . ■■ ft BROOKLINE AVENUE FORT PIERCE, FL 34951 STRUCTURAL DETAILS rL-r►Iva rmarAmaw rum. 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 THE DRAWING IS FOR GRAPHICAL PURPOSES ONLY AND WHE DOES NOT PROVIDE ANY OPINION ON M-1.0. REFER TO MECHANICAL ENGINEERING DRAWINGS F=OR CALCULATIONS AND DETAILS Per Florida Statute 471.003 Electriical, Plumbing, HVAC and McLhanical work performed by licensed contractor Lander 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. AC a . PAD HVAC PLAN \ _1 _n SCALE (24 X 36): 1/4" = 1' - 0" WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC URHVVINU Nu I 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 6ESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. CNUINCCKINU LII:CNbt:: a ue[IAM114ej NU 1 II.G: 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 • IKCVI%1)1Ur-A DESCRIPTION DATE T: BY RE FOR PERMIT 03/02/2021 J RB - i SITE NAME: of I G Vjulvlor- .- PARCEL ,D r 000 BROOKLINE AVENUE, FORT PIERCE, FL 34951 LAYOUT HVAC r I-L ANb rF{tNAKl=U 1-UK: PER FP&FOR O.H. ELECTRICP SERVICE IOA METER - MAIN/DISCONNCT COMBO NCTE ALL WIRE TO 3E COPPER. #6 SOLID OR STAND CU. GROUND TO -- COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8'- 0" GALVANIZED GROUND ROD iOA 10 3W, 120/240V 10 150A PANEL A I (3) - #1 THHN W/ (1) - #6 IN 2" CONDUIT FOUNDATION COLD STEEL WATER PIPE 2 \ ELECTRICAL_ RISER DIAGRAM O.H. SERVICE - - - \ E-1 .Q 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 MAKE 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 PP.OTECi"ED. 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. I 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 (GF!1 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 'N 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. 150A METER CI� 150A MAIN/DISCONNECT COMBO PANEL NOTE: ALL WIRE TO BE COPPER. PER FP&L FROM U.G. ELECTRICAL SERVICE 150A 10 3W, 120/240V 10 (3) - #1 THHN W/ (1) #6 IN 2" CONDUIT —� #6 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8'- 0" GALVANIZED GROUND ROD FOUNDATION COLD STEEL WATER PIPE 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE E-1.0 SCALE: N.T.S. ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWIITCH i 3 THREE WAY SWITCH PUSH BUTTON SWITCH DUPLEX RECEPTPkCLE DUPLEX RECEPTACLE - ONE W/ SWITCH 220V OUTLET 41 LIGHT FIXTURI_ 1 RECESSED LIGHT FIXTURE WALL MOUNT LIGHT F-IXTURE J''rl�PC PULL CHAIN LIGHT FLOURESCENT FLOURESCENT LIGHT FIXTURE ®FAN/�T MB EXHUAST FAN/LIGHT COMBO �B FAN/LT U COMBO CEILING FAN/LIGHT (;OMBO DISCONNECT SWITCH s SMOKE DETECTOR COMBINATION SMOKE/CARBONI MON. DETECTOR GROUND FAULT PRO-FECTION sc GFI WP WEATHERPRO()F DW DISHWASHER; R RANGE B.C. BELOW COUNTF_R D DRYER - FUEL GAS W/ SHUTOFF VALVE CAN LIGHTS IN :,OFFIT FRONT ENTRY i 6' X 13'- 4" of GF 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 C BEDROOM 42\\ 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 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 BEDR OM #1 KITCHEN, SM. APPL. #2 20-1P 19 12 RX 12 RX 20 204P BATHROOM #1 REFRIGERATOR 204P 21 12 RX 12 RX 22 20-1P BEDROOM #2 MICROWAVE 20-1P 23 12 RX 12 RX 24 20-1P BATHROOM #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 204P 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 0 qP LIGHT COMBO \ U � \ G 1 o BATHROOM #2 ( "� GFII \\ - TFAN/LT COMBO BEDROOM #3 SD r R 'ff+72" tfGFI +18" GFI REF. RANGE KITCHEN / DINING ROOM FAN/LTJB COMBO j /LIVING ROOM J3� ry 31 T ri nc�T TV P ;FI 'PC: IN AT \ ATTIC - ACCESS AHU IN CbFFERED ICEILING W/ GARAGE GFI DIRECT DISC. SW. PREWIRED GARAGE - DOOR OPENER GF�I 1 ELE-G-.METER - LOCATION-=-- DETERMINED BY HABITAT CONDENSING UNIT GFI SD: I PANEL "A" / 150A MLO 120/240V FAN/LT � COMBO�B BEDROOM #1 240V DISC. SW I EWH \ _ N WP, If GFI -24-OV DISCONNECT 3' X T CONCRETE PAD 1 ELECTRICAL FLOOR PLAN I\ E, I SCALE (24 X 36): 1/4" = 1' - 0" W P/ L GFI Y c WP/ O o GFI GFI X BATHROOM #1 UJ EXH. FAN v) 0 LIGHT COO J U (E— d7VP) CAN LIGHTS IN SOFFIT I 8' X 8' CONCRETE PAD um/AvvIIVV NV I II*C THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. F GIVLi11VGCfi11VV 1-1 U;Im0V_ IJrxmvv11VA:7 IYV 114G: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PF,OPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC DESCRIPTION FOR PERMIT DATE BY RE 03/02/2021 RB - � � r PL1AIV0 rmr_ iAmr_U rum; GENERAL PLUMBING NOTES FIALL PLUMING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITDN 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 & 10ABOVE GRADE PER F.B.0 P3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. j 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY';',.'ITH 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'NORKACCEPTANCE. 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. TO SEWER 2 PLUMBING RISER h_ 1 , 0 SCALE: N.T.S. T'4C; TO SEWER a AC A.PAD a 1� PLUMBING PLAN P-1.0 SCALE (24 X 36): 1/4" = 1' - 0" a a a a 4 Q 4 8' X 8' CONCRETE PAD a . a 4 THE DRAWING IS FOR GRAPHICAL PURPOSES ONLY AND WHE DOES NOT PROVIDE ANY OPINION ON P1.0. 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. IfT 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. CIVUIIVCCKIIVl7 LILCIV:�C: U1[HVVIIVV Nu I lut:; 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 1,0177 KGVI�IVIVJ: DESCRIPTION DATE ' BY RE FOR PERMIT 03/02/20213 RB - 0 1 1 r- S, PARCEL ID: 1 .1 1 1 111 BROOKLINE AVENUE FORT PIERCE, FL 34951 Ir - M_