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HomeMy WebLinkAboutBuilding PlansKnow what's below. Gail before you dig. www.cch811.com �vm APPLICABLE CODES * ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION 2. 2020 FLORIDA PLUMBING CODE, 7TH EDITION 3. 2020 FLORIDA MECHANICAL CODE, 7TH EDITION 4. 2020 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 7TH EDITION 5. 2017 NATIONAL ELECTRIC CODE CUSTOMER 11 Np'LME: SITOE� ADDOKO SITE INFORMATION PROPERTY OWNER: ST. LUCIE HABITAT FOR HUMANITY, INC 702 SOUTH 6TH STREET FORT PIERCE, FL 34950 PHONE: (772) 464-1117 SITE ADDRESS: 8007 HIBISCUS RD FORT PIERCE, FL 34951 SAINT LUCIE COUNTY e IFMMSI jdliiiii I ml HaRmmm SITE LOCATION ', I In C & C PRODUCT APPROVAL NUMBERS PROD. FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL PRGDUCT APPROVAL APP. PRODUCT OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER EWRATION DATE SYM. PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 20-0813.07 12/27/2026 PA 2 THERMA-TRU FIBERGLASS ENTRY FBC FL20468A - DOORS PA3 HAAS DOOR COMPANY GARAGE FBC FL16-660.11 - DOOR PA 4 TAMKO BUILDING PRODUCTS FBC FL18355.1 - HERITAGE ASPHALT SHINGLES PA 5 LOMANCO 135 SERIES LOUVERED MIAMI-DADE NOA 16-0510.25 00^/17/2021 ROOF VENTS PA 6 GAF ROOFING FELT FBC FL10626 - I _ a Mc Rd as jo D r,! ,:, 'Pa I; .,%v0 � 1� , A e 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 ELEVATIOI'SS _ - 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 - i - 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. ENGINEEPING LICENSE: 1 o i A 4! >rS Ryan M Bays,;,-":_` ONAV "1 AN M BAYS - FL, PE#91231` 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 VKL..IJCL.; I F'1UM111tK: 10277 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB �YIII a04ra UVIII ae HIBSICUS a I C [mUlyl1.1CI _. 8007 HIBISCUS `r amr_r_ 1 d11w:A' k,mIr I IVIV: TITLE SHEET l Fill im s FLANS VFt7-FAKtU I -UK: - .......... s AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG. LONG AFF ABOVE FINISHED FLOOR LIN. LINEN AFI ARC FAULT INTERRUPT LGT LIGHT ALUM ALUMINUM L.T. LAUNDRY TUB AHU AIR HANDLER UNIT MAX. MAXIMUM B.F. BI FOLD M.C. MEDICINE CABINET B.P. BI PASS MECH MECHANICAL BLK. BLOCK M.R.H. MEAN ROOF HEIGHT BRKFST BREAKFAST MTL METAL BLK'G BLOCKING MFR. MANUFACTURER BM BEAM MICRO. MICROWAVE BRG. BEARING MIN. MINIMUM BOT. BOTTOM MIR MIRROR CAB CABINET M.O. MASONRY OPENING CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL. METAL CL CENTERLINE OBSC OBSCURE CLG. CEILING O.H.D. OVER HEAD DOOR CLO CLOSET OC ON CENTER CLR CLEAR OPP OPPOSITE CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT CONC. CONCRETE P.S.I. POUNDS PER SQUARE INCH CONN CONNECTION P.T. PRESSURE TREATED CSMT. CASLMENT 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 SCRI WS 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 T.B.THROUGH BOLT FRAM'G FRAMING FT FOOT OR FEET T.BM TIE BEAM FURR FURRING THK THICK G.T. GIRDER TRUSS T & G TONGUE & GROOVE TOB TOP OF BEAM GA. GAUGE GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLAT E GL. GLASS T.O.T.B. TOP OF TIE BEAM TPH TOILET PAPER HOLDER GND. GROUND GYP GYPSUM TYP. TYPICAL GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRITERS LABORATORIES HB HOSE BIBB HC HOLLOW CORE VERT VERTICAL HGT. HEIGHT V.I.F. VERIFY IN FIELD HORZ. HORIZONTAL W.A. WEDGE ANCHORS HM HOLLOW METAL W/ WITH WC WATER CLOSET HPS. HOOPS HR HOUR WD. WOOD HVAC HEATING VENTILATION AIR COND. WH WATERHEATER HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE ID INSIDE DIMENSION W/0 WITHOUT WP WATERPROOF INSUL INSULATION WPH WALL PHONE INT. INTERIOR WSCT WAINSCOT LAM. LAMINATE WT WEIGHT Eumg���� 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL B1= RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUME--NTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 2. THESE DRAWINGS ARE DIAGRAMATIC; AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. 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) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A DOOR SHALL BE TEMPERED. 3. FIRE BLOCKING PROVIDE FIRE BLOCKING AT ALL CONGEALED SPACES. 4. SHUTTERS STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTE=CTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. 5. ROUGH OPENINGS VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6. EGRESS WINDOWS EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HP�VE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AFF AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FRC. 7. INTERIOR NON -BEARING WALLS 25 GA., 3.5" STEEL STUDS @ 24" (D.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE FASTENED TO SLAB -ON -GRADE BELOW WALL. 8. BATHTUB AND SHOWER SPACES BATHTUB & SHOWER FLOORS & WALLS. ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6-0" ABOVE THE ROOM FLOOR LEVEL. 9. GARAGE SEPARATION FROM DWELLING UNIT GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 10. GARAGE DUCTS DUCTS IN THE GARAGE & DUCTS PENT=TRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE :;HALL BE MIN..019" SHEET METAL & SHALL HAVE NO OPENINGS INTO THE GARAGE. 11. EXTERIOR OPENINGS NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6-0". 12. BACKING FOR CABINETS PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP @ 8'-0" A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR CABINET ATTACHMENT. 13. WOOD FRAME WALLS WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14. SAFEGUARDS WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR ',IDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE ',ILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL Er_ 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" DI/ 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. CONCRETE NOTES 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" . SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND COLUMNS 1-1/2" 3, REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW 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 "TANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 3' 8 ". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL. REINFORCING BARS HALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHA .I- BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL >ORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES: 1. SLAB ON GRADE: 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN THE N4IDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER_ BARS: ALL 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: ATALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 51' HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. FRAMING PLAN NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ELECTRICAL PLAN NOTES 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 11011. 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. 604.6 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. STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIN^ I -GADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: x❑ FLORIDA BUILDING CODE IXI ASCE 7 (EXPOSURE CONDITION) C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: L-J-PARTFALLY--EN-GLOSED �] ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: 0 s 60FT. (ASCE 7) ❑ > 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 12' - 0", (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: II (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY 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 LL: N/A MAXIMUM DEFLECTION: 1.25" SOIL BEARING CAPACITY: 2500 PSF UK/-\Vvlrgl<� 114U 1 ILC THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCAL= DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. UKAVVINk�7 NU I II..C: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT TFIE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJE(" I NUMBF-R: 10277 JI I t NL)14'lrlmm: 51I AL)UtI tSJ: 3007 HIBISCUS RD FORT PIERCE, FL 34951 SHt--t I 11F-: iUKIF I IUN: L SHkk I NU[VlbtK: 0 0 0 8" CMU - RECESS CMU 1.5" 30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE / BEYOND FOOTING HAUNCH t 0'-0" - - - - - -- -- - TOP OF SLAB 1'-4" 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF 12" MIN. ° OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 3" MIN. COVER �- 1'-4" 'll STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS EXTERIOR WALL MONOLITHIC FOOTING -I n SCALE (24 X 36): 1/2" = 1' - 0" 30" MIN. LAP t 0'-0" `r TOP OF HOUSE SLAB / 12" MIN. 3" MIN. COVER — 1'-4" CURB HEIGHT VARIES. DOUBLE W.W.F. T @ EDGE BEYOND FOOTING HAUNCH -2-1/2" (VARIES DUE TO SLOPED FLOOR) -"-"------- TOP OF GARAGE SLAB 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS GARAGE CURB MONOLITHIC FOOTING SCALE (24 X 36): 1/2" = 1' - 0" FOUNDATION PLAN i A_1 .0 SCALE (24 X 36): 1/4" = 1' - 0" 8" CMU CURB HEIGHT VARIES. 30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH -2-1/2" (VARIES DUE t 0'-0" TO SLOPED FLOOR) ; D �.-_'----- _=-==„p==--_- TOP OF HOUSE SLAB TOP OF GARAGE SLAB 4" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF o o OR FIBERMESH ON 6-MIL POLY ETHYLENE 11AA"_ ' VAPOR BARRIER ON WELL -COMPACTED - CLEAN TERMITE TREATED FILL VARIES 3" MIN. COVER 1'-4" STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS INTERIOR BEARING WALL MONOLITHIC FOOTING 0_1 n SCALE (24 X 36): 1/2" = 1' - 0" " Ut{AVVINq,i NV I IL;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. L)KAVVI1W,7 NU I lUr-: 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 PROJEG T NUMBEK: 10277 51 It I' AIVIt: HIBSICUS 51 I t rl4. FlvIt3tK: 8007 HIBISCUS RD 511 t AIJII.IKtSJ: 8007 HIBISCUS RD FOOT PIERCE, FL 34951 FOUNDATION PLAN Stitt I I`�UIVICitK: v PLANS PREPARED FOR: 0 e a 0 41'-4" — 16- 1 /2" :\ `; 9'-3" w �o w - EGRESS WINDOW O X x r, CV CO � CV r- �/ Ch w BATHROOM #2 8'-8" X12'-0" o !1 BEDROOM #2 15' - 4-1/2" X 12' - a . a . 4� Q a 6'X13'-4" CONCRETE a SLAB 4 a ' FRONT ENTRY 6'-0"X13'-4" a . L LIVING ROOM 1�7' - 0" X 13' - 8-1/2" 00 �r 14'-8" ATTIC ACCESS GARAGE 20'-0"X13'-4" AHU IN COFFERED bo CEILING 20'-8" - - i PROTECTIVE BOLLARD SEE EWH DETAIL 2 - S-1.0. 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. AC .PAD zi 1.1 16'-0 1 /2" BEDROOM #3 15'- 4-1/2" X 12'- 0" REFRIGERATOR OPENING BEDROOM #1 11'-4"X13'-81/2" 12'-3 1 /2" STOV9/ ," __� KITCHEN / DINING ROOM 17'- 0" X 13'- 8 1/2"' 20' EGRESS WINDOW 1 FLOOR PI -AN A-2 0 / SCALE (24 X 36): 1 1" = 1' - 0" CLOSET 2'- 4" X T- 8 1/2" J BATHROOM #1 7' 8-1/2" X 11' - 1" i 8'-4 1/2" 0 LU zp UX O U o CV EGRESS WINDOW NOTE: BUILDER 1-0 COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL FIXTURES, CABINETS, APPLIANCES, COUNTERS, COLORS, ETC. T 0 N 4 Q Q • 4 G 4 8' X 8' a CONCRETE 4 Q PAD a - ' a a W 0 CV PLANS PREPARED BY: WIK)LE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT c2016 WHOLE HOUSE ENGINEERING LLC FUI%HVV114"Il 114V I I%.sC 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. UKAVVIN1 -7 NL) I IGL: 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 VKUJI,zI.., I NUMtit Ill: 10277 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - Imo' a 1 G 1im!-NfVIC: HIBSICUS '— .7I-1CC 1 1..11�3+VECi1" I IIJIV: FLOOR PLAIN onr_r_ I I14ulvlor—m: MIL INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION REMARKS 3068 6 - PANEL HOLLOW -CORE 3068 6 - PANEL STEEL © 4068 4'- 0" X 6'- 8" BI-FOLD GENERAL DOOR & WINDOW NOTES: 1. ALL ALUMINUM WINDOWS SHALL BE IMPACT RATED, WHITE FINISH WITH LOW "E" INSULATED CLEAR GLASS. 2. ALL WINDOW UNITS SHALL BE SUPPLIED WITH SCREENS. 3. INSTALL ALL UNITS PER THE PRODUCT APPROVAL DOCUMENTATION INCLUDING THE NUMBER, LOCATION, SIZE, AND TYPES OF FASTENERS. 4. VERIFY ALL REQUIRED M.O. FOR WIN. & DOOR UNITS TO BE INSTALLED WITH SUPPLIER BEFORE BUILDING OPENINGS. EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) - - - - (FT -INCHES) MANUFACTURER PRODUCT APPROVAL EXPIRATION - - -- OPENING PRODUCT RATED NUMBER 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 17-1212.21 25SH WINDOW 12/27/2021 0 BEDROOMS 3'- 2" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 3 35SH WINDOW LIV ROOM 4'- 6" X 5' - 3 1/2" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 0 2580 SERIES GARAGE DOOR GARAGE 12/27/2021 8'- 0" X 7' - 0" HAAS DOOR SEE ELEV'S +31.3 -34.9 FL16660.11 _ 5 O THERM -TRU OUTSDOOR W/ WD. LIVING ROOM 3'- 4" X 6'- 10" FRAM ; TH HLD.; PEEP FRAME; THSHLD.; PEEP HOLE THERMA-TRU SEE ELEV'S +67.0 -67.0 FL11136-R5 _ ERMA-TRU 3068 G DOOR WITH WD. O FRAME; ME; THSHLD. THS DINING ROOM 3' - 4" X 6' - 10' THERMA-TRU SEE ELEV'S +670 . -67.0 FL11136-R5 - LINTEL SCHEDULE SYMBOL LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD_ COMPOSITE BEAM 8F8-1 B-1T L1 4'- 6" 2189 1050 1207 505 L2 4'- 6" 2931 870 2707 315 8F16-OB-1T L4 4'- 6" 2931 870 2707 315 8F16-0B-1T L5 4'- 6" 2931 730 2707 255 8F16-OB-1T L6 4'- 6" 2189 810 1207 345 8F8-1 B-1T L8 4'- 6" 2931 205 2707 65 8F16-013-1T L9 9' - 4" 2564 205 1474 65 8F20-1 B-1 T L10 5' - 10" 1631 1050 2080 505 81=16-013-1T L11 4'- 6" 2189 320 1207 90 8F8-1 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 SPEC i-IED. 0 R L2 M � +32.4 -35.3 16-0 1/2" BEDROOM #2 15'-4-1/2'X12'- 6' X 13' - 4" nl.56 CONCRETE SLAB 0 IL10 FRONT ENTRY 6'-0"X13'-4" 2.0 ff-34.8 o0 T F- \ Uwe co © ox J d. / U , < CV w 0 w �A LIVING ROOM 17'- 0"X 13'-8-1/2" 14'-8" ATTIC ACCESS -- � i� GARAGE 20'-0"X 13'-4" L9 d' AHU IN COFFERED oQ O CEILING - 20'-8" PROTECTIVE BOLLARD SEE EWH DETAIL 3 - S-1.0. AC .PAD c . U 41'-4" 9'-3" BATHROOM #2 8'-8" X 12'-0" (A421 _3.1 16-0 1/2" - W io BEDROOM #3 p X © 15'-4-1/2"X 12'-0" N „\ 1? \ NOTE: BUILDERTO `� A COORDINATE ALL INTERIOR FINISH ITEMS WITH OWNER. OWNER TO SELECT ALL REFRIGERATOR lTOV C) FIXTURES, CAB:NETS, OPENING MI ROWAVE APPLIANCES, COUNTERS, IV COLORS, ETC. BEDROOM #1 11'-4"X 13'-81/2" 17'-3 1/2" - +32.4 � (L -35.3 FRAMING PLAN A 2. 1 SCALE (24 X 36): 1/4" = 1' - 0" L5 o +33.5 -36.3 KITCHEN / DINING ROOM 17'- 0" X 13'- 8 1/2"' 20' LAI CLOSET 2'- 4" X 7'- 8 1/2" �A BATHROOM #1 �1 7' 8-1/2" X 1 V - 1" 5'-9" - 8'-4 1/2" 0 F- OX U CV L6 \ 0 +32.0 -34.8 8' X 8' CONCRETE ao PAD 0 N ur°tHvvl!'^�m..� INI.J I Il,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. LJMAVVII*JU IVV I ILIt: 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 VKUJt I NUMBEK: 10277 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB �71 1 C I"dP1E!�IC: 8007 HIBISCUS RD FOPT PIERCE, FL 34951 SHIN 0 EGRESS WINDOW --- E +32.3 ; -35.2 +31.8 +32.4 ; -35.2 ; -34.6 0 G-3. FRONT ELEVATION SCALE (24 X 36): 1/4" = 1' - 0" I / RAAKII' 4oc OcoICQ o/VlC VCKIT /TVD G2 REAR ELEVATION A-3.0 SCALE (24 X 36): 1/4" = 1' - 0" +29.7 ; -32.6 0 TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF V-6" (TYP.) w 0'-0"FF -4" (MIN.) FF @ FRONT OF GARAGE (7' -0" OPENING REQUIRED) FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL Al ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. APA DATED 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) 26ga. GALV. MTL. DRIP EDGE P.T. 1 x 2 SEE FLOOR PLAN & ELEVATIONS FOR TRUSS BRIG. HEIGHT 2x6 ROUGH SAWN CEDAR FASCIA — W/ (2) GALV 16d EACH TRUSS 5/8" STUCCO ON MTL. LATH W/ 4"x24" ALUM. SCREEN VENT @ 48" O.C. / MOISTURE BARRIER (METAL 1' - 6"(TYP.) SEAT OR FELT PAPER) NO. 9 GAUGE, LADDER TYPE - HORIZONTAL JOINT REINFORCEMENT REQUIRED @ 16" O.C. (TYPICAL) 5/8" (MIN.) STUCCO --__ 8" CONCRETE BLOCK WALL ----_ 7-5/8" 12 4 1" 3/4" 1/2" R-30 INSULATION 1/2" SAG RESISTANT DRYWALL P.T. 1x2 FIRESTOP 8"x8" CONC. "U" BLOCK SYSTEM W/ (1) #5 CONTINUOUS & 30" LONG CORNER BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL ABOVE WINDOWS & DOORS. (1) #5 BAR VERT. IN CONC. FILLED CELL W/ 10" HOOK @ "U" BID BLOCK (SEE FOUNDATION PLAN 1 OR LWA\TI/ON)���--- 1" RIGID BOARD INSULATION R-5 I� -FURRING--...-_...STRIPS @ --._24..".O.C...-- . (16" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) 30" MIN. LAP RECESS CMU 1.5" 1-1/2" RECESS DOUBLE W.W.F. 3'@ EDGE FlfTSH FLOOR LINE - (TYP) BEYOND FOOTING HAUNCH TOP OF BEAM - 8'- 0" AFF \ DEPTH 4" CONC., REINF. W/ 6"x6" BOTTOM OF LINTEL - 6'- 8" AFF a •'° a W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL a STANDARD A.C.I. 90 HOOK z - CONTINUOUS BOTTOM co WIDTH REINFORCEMENT. SEE SHCEDULE FOR SIZE: AND 0'- 0" FF QUANTITY. �3 A-3.0 1 - STORY L.B.W. TYP. SCALE (24 X 36): 1/2" = 1' - 0" UMIAMINk, IVIJ 1 II.0 THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. { fir' �{ s x r g e ('y, �.✓ '34 . OF :. RYAN M BAYS - FL, PE#91231 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: 10277 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - SITE NAME: r 01 1 C IlAvIl!IP3CR: 8007 HIBISCUS RD JI I G /°'auq 1mc:JJ: 007 HIBISCUS RD FORT PIERCE, FL 34951 SHEET DESCRIPTION: SHEET NUMBER: 3mu rLA1VJ r"KCrAKCU t'VK: 0 r �1 \ LEFT ELEVATION \A-.3 1 SCALE (24 X 36): 1/4" = 1' - 0" 2 RIGHT ELEVATION A .3 .1 SCALE (24 X 36): 1/4" = 1' - 0" TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6' - 8" AFF 0'-0"FF/ TOP OF REAM - 8'- 0" AFF BOTTOM OF -LINTEL, - 6' - 8" AFF 0'- 0" FFZ -4" (MIN.) FF @ FRONT OF GARAGE (7' - 0" OPENING REQUIRED) ' " 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 LJrCAVV114" NV 1 Il.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. IJKAVVIN%a NV I 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 — tJKL)JtJ, I NUMBER: 10277 REVISICI'\1S: DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB - f' - - HIBSICUS J11 C 1NI—FIVIOCK: a 1 C fA IJI_JKCJJ: 007 HIBISCUS RD FOP"T PIERCE, FL 34951 SHEET IESCRIPTION: ELEVATIONS 0 T.O.F ELEVATION VIEW SCALE (24 X 36): 3/4' = 1' - 0" I KITCHEN CABINETS - PLAN VIEW SCALE (24 X 36): 3/4" = 1' - 0" 37" 24" 312" 24" � 14" � 12" 2 ELEVATION VIEW �A - 3.2 SCALE (24 X 36): 3/4" = 1' - 0" O.F.F. UI' MMI`V-1 IVV 11t. r- THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINE -RING LICENSE: RYAN M BAYS - FL, PE#91231 Ut'CHVVINt.7 NV I It+t: 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 rKVJt-I, 1 NUMbtK: 10277 ♦71 1 G 114kilR"I0IGrC. 07 HIBISCUS RD 8007 HIBISCUS RD FOI°-,',-r PIERCE, FL 34951 Julc-F 1 t.�q�JLsRIf I IVIV: KIT "CHEN CABINET PLAI"J& ELEVATIONS 0 TRUSSES PERPENDICULAR - INSULATION USP - TR1 ROOF TRUSS TIE BOT. 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" METAL RUNNER - 2X4 WOOD FRAMING @ 16" O.C. OR 1 - 1/2" X 3 - 5/8" METAL STUDS 60 - 1/2" DRYWALL. BOTH SIDES - 2X4 BOTTOM PLATE OR 1-1/2" X 3 - 5/8" METAL RUNNER W/ TAPCONS OR CUT NAILS @ 2'- 0" O.C. (10d / NAILS FOR WOOD FLOOR / TOP OF SLAB 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 HEAP, LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIOivS. #5 IN FULLY GROUTED CELLS CAULK SEAM AT WINDOW INSTALLATION - ADJACENT TO GARAGE DOOR (SEE WATERPROOFING NOTE #4). OPENING EACH SIDE sE` - •ter.,. .. CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1). al SET SILL IN FULL MORTAR BED. - ----- STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2X6 BUCK W/ PER r -- 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 SCALE (24 X 36): 1-1/2" = 1'- 0" a INSU --TWEEN C. AS REQ, ROOF TRUSS TIE DLATE OR 1 - 112" METAL RUNNER D FRAMING @ 16" O.C. " X 3 - 5/8" METAL STUDS VALL BOTH SIDES -OM PLATE OR 1-1/2" X 3 - �L RUNNER W/ TAPCONS JAILS @ 2'- 0" O.C. (10d R WOOD FLOOR ;LAB 2 TYPICAL INTERIOR NON - BEARING WALL DETAIL CJ_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. j:- FILLED CELL Al JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING ALL -- - 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, 8" 2" 00 /- 2"0MIN. SCH. 40 PIPE ' `f 1/2' X 2 3/4" STUD ANCHOR OR EQUAL 1/4" STEEL PLATE DIRECTION OF TRAVEL (3) SIDES CO"y?lNUOUS. SEE WATERPROOFING NOTE #5 5 WINDOW HEADER AND JAMBS TYP. BUCK DETAIL S1 .0 SCALE (24 X 36): 1-1/2" = 1'- 0" it 4' u G u 1 GARAGE FLOOR SLAB 4" MIN THICKNESS. 3 \, PROTECTIVE BOLLARD S 1.0; SCALE (24 X 36): 3/4" = 1'- 0" STUCCO CEMENT FINISH CMU WATER RESISTANT COATING - (SEE WATERPROOFING NOTE #1) 1X6 P.T. WOOD BUCK WITH -� SEALANT PER WATERPROOFING NOTE #2 AND ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) APPLY PERIMETER SEALANT CAULK - BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #4) FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FURRING f5,LL (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 sio 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 WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEENBUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL 13E COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. VLANO 1'Ktt AKtU tST: 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 UKHVVIPPf, NU 1R r— THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCHT ION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: f N ` w ". ST1i OF f " RYAN M BAYS - FL, PE#91231 DRAWIPIG NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTYOF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOU 1 THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJEC T NUMBER: REVISIONS: DESCRIPTION DATE BY RE FOR FERMI T 05/24/2021 RB - J11 C hIf*,�FlIC: HIBSICUS JI I C IV�J�d16CK: 8007 HIBISCUS RD SITE ADDRESS:8007 HIBISCUS RD FORT PIERCE, FL 34951 SHEET [DESCRIPTION: ' bNtt I NUIVIbr-K: s 1 ■ e 0 ROOF SHEATHING NAILING ZONE Q.T.S. ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. 0 ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED UPLIFT �\ 40� LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW REQUIRED RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS. ANC TRUSS CONNECTOR SCHEDULE MARK TYPE REF. NO. NO. OF NAILS/SCREWS ALLOWABLE UPLIFT PARALLEL LOAD REMARKS O TO CONC. USP - HTA24 (10) 10d X 1-1/2" '1870 LBS 710 LBS e 1 n 1 ROOF FRAMING PLAN S-2.0 SCALE (24 X 36): 1/4" = 1'- 0" 'H 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. 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 t'KUJtL; I NUIVItitK: 10277 REVISIONS: �•--•—�� •• DESCRIPTION DATE BY RE FOR PERMIT 05/24/2021 RB j� JI I C 1�If�'�?iC: HIBSICUS SITE ADDRESS: 007 HIBISCUS RD FQI "T PIERCE, FL 34951 -- i ROOF FRAMING PLAN ® Jt9CC 1 1,9UIVIMr—K: Amprak Ar 0 I 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. A ROOF TOP VENTS SOFFIT VENTS REQUIRED = 3 REQUIRED = 13 M) BEDROOM #3 KITCHEN / DINING ROOM LIVING Gi00M 8X8 8X8 8X8 8X8 " (107 CFM) (107 CFM) (107 CFM) (107 CFM) 6 6�� 6 `" r 6 20X20 18" � � �� (920 CFM) _ 12X12 ? 10" / 4„ CLOSET 10X6 (141 CFM) w U) O BEDROOM #1 U BATHROOM #1 AC a. PAD n 1 HVAC PLAN M-1.0 SCALE (24 X 36): 1/4" = 1' - 0" L7KAVVIV,, t,i NV I IGt THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCA-TION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ,Af lY QUESTIONS REGARDING DIMENSIONS. DKAVVII` IJU NU I It;t: 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 tOJEGT NUMBER: 10277 MISIONS SITE NAME: 51 1 t IaIl►15Ih3tK: 8)(1)07 HIBISCUS RD 51 I It /\L"I?Kt3J: 007 HIBISCUS RD FOI-",*T PIERCE, FL 34951 :it-1tt I f�€wJIVIt3tK: M�l ■ 1 Y UKAVVINCj NV I IL;t THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCE I_E DRAWINGS. PLEASE CONTACT DESIGNER WITH 1\'1'Y QUESTIONS REGARDING DIMENSIONS. UKAVVINt-i NU 1 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 PKOJUl' I NUMt3tK: 10277 SITE NAME: HIBSICUS 5I I It NkJ(vItstK: 8007 HIBISCUS RD 511 It Al'-RI_.EKt55: 8007 HIBISCUS RD FOI-N"'F PIERCE, FL 34951 5Htt I I_.)tbk;KIN I IUN: L. e GENERAL PLUMBING NOTES 1. ALL PLUMBING FUTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMBING FIX'URES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITION OF RJN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATNG 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 DRFINS 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 CONTR/CTOR TO PROVIDE ALL REQUIRED PLUMBING PERMITS. 10. THE PLUMBING CCNTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 11. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 12. DO NOT SCALE FOR EXACT FIXTURE, PIPING, AND EQUIPMENT LOCATION, ETC. PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY W.H.E. IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 13. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESSION OF CONSTRUCTION. 15. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. 16. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 17. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. 18. SHOWERS SHALL BE ANTI -SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS. e 0 TO SEWER i 2 PLUMBING RISER P_1 .Q SCALE: N.T.S. 3" WC TO SEWER 0 CI 11 AC o . PAD PLUMBING PLAN .Q ; SCALE (24 X 36): 1/4" = V - 0" .i a ° • 4 d ° a 8' X 8' d CONCRETE ° 4 PAD ° a a • d q %TIT 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 URHVVII'4%l IVV I IIiC 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. CIVVIIVr�C_CLIIVV t_Il.C1VJC: ^�,����1414iiltitti Jtdt \\ t! r No. 1 � A"'E F OR I'D il111 RYAN M BAYS - FL, PE#91231 UMIA VVIIVV IVV 1 II.C: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: 10277 REVISIONS: DESCRIPTION DATE BY RE FOR PERN111 05/24/2021 RB SITE NAME: HIBSICUS JI 1 C IVUIVIMCM: 8007 HIBISCUS RD 01 1 C Fi4/LJRCJJ: 8007 HIBISCUS RD FORT PIERCE, FL 34951 JI"1CC I 1_ICJI.KIt' I IVIV: PLUMBING PLAN JI'7CC I IYVIVIC3CK: P�l ■