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HomeMy WebLinkAboutPROJECT INFORMATION180-S- o S-6 9 E?», d _. VJOB MADE PROJECT: CUSTOMER NAME: SITE NUMBER: SITE ADDRESS: _. THESE PLAINS AND ALL PROPOSED WORK REQUIRED BY FIELD NSPPEC ORS TIHAT MAY BE NECESSAF Y 1N ORDER TO COMPLY WITH ALL APPUCAI3LE CODES. CONCEALED FASTENERS OR ATTACHMENTS" ARE THE RESPONSIBILITY OF THE (30NTRACTOR OR RECORD FILE COPY 7901 DEER PARK AVE. HABITAT FOR HUMANITY HABmDEERPARK 7901 DEER PARK AVE. FORT PIERCE, FL 34951 ST. LUCIE COUNTY Know what's below. Call before you dig. www.caii811.corn 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. 2017 FLORIDA BUILDING CODE, 6TH EDITION 2. 2017 FLORIDA PLUMBING CODE, 6TH EDITION 3. 2017 FLORIDA MECHANICAL CODE, 6TH EDITION 4. 2017 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 6TH EDITION 5. 2014 NATIONAL ELECTRIC CODE SHT NO: SHEET INDEX SHEET TITLE: TITLE SHEET GENERALNOTES SITE PLAN FLOOR PLAN R.C.P./ROOF PLAN ELEVATIONS ELEVATIONS FOUNDATION PLAN FRAMING PLAN ELECTRICAL PLAN PLUMBING PLAN REVIEWED FOR PLAN 5 DRAWING NU I IC:t THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: ,,,xmmmma:g•. Jo w n t h o n Digitally N ° sog Anthon q+i bb, III ":" �+� I=Fort 0eBc =W T. House Gn ' en cn=Ant o m bo ill, o@wh nginept I I Date: 2018.04.DTAL F 14:13:17 -04'00 BB BG.A2 21130 000G 0G 4C 12&7 DF.. ANTHONY T. TOMBO III - FL, PE #80083 — REV:aoo — DRAWING NUIIGt: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. PROJECT NUMBER: Ts- 1764 51TE NAME: 7901 DEER PARK AVE. till It: NUMCtK: HAB - DEER PARK ,I I t AUUKtJJ: 7901 DEER PARK AVE. FORT PIERCE, FL 34951 brmt:I uti mir m IVIY: TITLE SHEET SHEET NUMBER: CS -ILO I R7CEIVED §t MAY 21 7018 ABBREVIATIONS GENERAL NOTES REINFORCED MASONRY NOTES ELECTRICAL PLAN NOTES AB ANCHOR BOLT LAV LAVATORY 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ABV ABOVE LG. LONG SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. AFF ABOVE FINISHED FLOOR LIN. LINEN ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL STRUCTURES (ACI 530.1). RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM AM ARC FAULT INTERRUPT LGT LIGHT WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS USED FOR SLEEPING PURPOSES. ALUM ALUMINUM L.T. LAUNDRY TUB ACCEPTED. OF ASTM C90, fm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT AHU AIR HANDLER UNIT MAX. MAXIMUM DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING B.F. BI FOLD M.C. MEDICINE CABINET 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE AS PER NEC 110.3 & 110.21. B.P. BI PASS MECH MECHANICAL SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 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 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING BLK. BLOCK M.R.H. MEAN ROOF HEIGHT 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL AT EVERY 5000 SF OF WALL AREA. ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT BRKFST BREAKFAST MTL METAL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. PROTECTED. BLK'G BLOCKING MFR. MANUFACTURER 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE BM BEAM MICRO. MICROWAVE 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. WITH A f OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED TAMPER RESISTANT AS PER NEC 406.11. BRIG. BEARING MIN. MINIMUM GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 BOT. BOTTOM MIR MIRROR 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH NEC SECTION 250,94. CAB CABINET M.O. MASONRY OPENING TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. CER CERAMIC MONO. MONOLITHIC THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 7. GARAGE DOOR OPENER TO BE GFI PROTECTED. CJ CONTROL JOINT 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE MTL. METAL 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS CL CENTER LINE OBSC OBSCURE AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY PLUMBING NOTES CLG. CEILING O.H.D. OVER HEAD DOOR WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE CLO CLOSET OC ON CENTER SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 10" MINIMUM. CLR CLEAR OPP OPPOSITE NON-STRUCTURAL MEMBERS DURING CONSTRUCTION, 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT B. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP FOR INSPECTION. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER CONC. CONCRETE DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW 11 CONN CONNECTION P.S.I. POUNDS PER SQUARE INCH AND APPROVAL. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING C CASEMENT P.T. PRESSURE TREATED STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT PART'N. PARTITION 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. LINE & 10' ABOVE GRADE PER F.B.0 P3103.6 CTR CENTER pH PHONE B. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY DBL. DOUBLE 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. DF DRINKING FOUNTAIN PKT. POCKET HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE ULTRABOND EPDXY". DIA. DIAMETER PL PROPERTY LINE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 PLYWD. PLYWOOD 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON DISP. DISPOSAL PNL PANEL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING 7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6 DP DESIGN PRESSURE R RADIUS TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO DR. DOOR REF REFIGERATOR CONSTRUCTION. 8. FIXTURES, LAVATORIES AND SINKS SHALL BE INSTALLED A MINIMUM OF 4" FROM DW DISH WASHER 12. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT FINISHED SIDE WALLS. WATER CLOSETS SHALL BE INSTALLED A MINIMUM OF 15" FROM REINF REINFORCE, REINFORCED ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE SIDE WALLS OR TOILET PARTITIONS TO CENTERLINE OF FIXTURE (18" TO EA EACH REQ REQUIRED RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT CONCRETE NOTES CONCRETE CENTERLINE FOR HANDICAP FIXTURES. E E. END RM ROOM WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION. EJ EXPANSION JOINT R.O. ROUGH OPENING STRUCTURAL DESIGN STATEMENT ELEC. ELECTRICAL S.C. SOLID CORE FLOOR PLAN NOTES ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN ELEV. ELEVATION 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE.1. SCHED SCHEDULE CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM, 2,500 PSI FOR SLABS ON GRADE & I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND EMER EMERGENCY S.G.D. SLIDING GLASS DOOR FOUNDATIONS. SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE ENCL ENCLOSURE 1. NATURAL VENTILATION: STRUCTURAL PORTIONS OF THE BUILDING CODES. SF SQUARE FOOT EQ EQUAL SH SINGLE HUNG I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, &RELATED E.S. EACH SIDE SH SHELF REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. STRUCTURAL PART MINIMUM COVER ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES ESP ELECTO STATIC PAINT SHWR SHOWER FOOTINGS (CAST AGAINST SOIL) SPECIFIED BY THE CODES LISTED BELOW. EW EACH WAY SPEC SPECIFICATION 2. SAFETY GLAZING STRUCTURAL PART MINIMUM COVER EXT. EXTERIOR SMS SHEET METAL SCREWS ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB FOOTINGS (CAST AGAINST SOIL) 3" . DESIGN PARAMETERS & ASSUMPTIONS EXT'G EXISTING SLABS (CAST AGAINST SOIL W/VAPOR BARRIER) 1-1/2" SQ SQUARE ENCLOSURES, TO BE SAFETY GLAZED AS PER F.B.C. 2406.4 & R308.4. ALL GLAZING IN ANY SLABS ABOVE GRADE LEVEL 3/4". ( ) EXP EXPANSION SS STAINLESS STEEL HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" A.F.F. SHALL BE SAFETY BEAMS AND COLUMNS 1-1/2" CODE EDITION: F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS GLAZED AS PER F.B.C. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO x FLORIDA BUILDING CODE FDN FOUNDATION STD STANDARD A DOOR SHALL BE TEMPERED. 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL x ASCEgSCE 77 (EXPOSURE CONDITION) B. FIN. FL. FINISH FLOOR MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, CONSTRUCTION TYPE: VB FLUOR FLUORESCENT STL. STEEL 3. FIRE BLOCKING SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OCCUPANCY CLASSIFICATION: R-3 SW SWITCH OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE FO FLOOR OUTLET SYM SYMMETRICAL PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. STRUCTURES. (A.C.I. 318)". BUILDING DESIGNED AS: F.R. FIRE RATED TEMP. TEMPERED 4. SHUTTERS • PARTIALLY ENCLOSED x ENCLOSED OPEN TESTED (WIND TUNNEL) FR. DR. FRENCH DOOR 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL BUILDING HEIGHT: FRAM'G FRAMING T.B. THROUGH BOLT REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY T.BM TIE BEAM STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE x 5 60FT. (ASCE 7) FT FOOT OR FEET THK THICK ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 > 60FT. (MUST USE ASCE 7) FURR FURRING T & G TONGUE & GROOVE WINDOWS. X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. MEAN ROOF HEIGHT: 10' - 11" G.T. GIRDER TRUSS GA. GAUGE TOB TOP OF BEAM 5. ROUGH OPENINGS (FOR LOW RISE BUILDING WITH SLOPED ROOFS) GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM RISK FACTOR: II GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT FOUNDATION PLAN NOTES: (DETERMINED BY BUILDING USE / OCCUPANCY, T.O.T.B. TOP OF TIE BEAM SPECIFICATIONS. REFR TO ASCE 7 TABLE 1.5-1) GL. GLASS INTERNAL PRESSURE COEFFICIENT: 0.18 GND. GROUND TPH TOILET PAPER HOLDER 6. EGRESS WINDOWS 1. SLAB ON GRADE: GYP GYPSUM TYP. TYPICAL (ENCLOSED BUILDING) GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN BASIC WIND VELOCITY PRESSURES: UL UNDERWRITERS LABORATORIES TOOLS, EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., ON 6-MIL. VAPOR APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN HB HOSE BIBB AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE HC HOLLOW CORE VERT VERTICAL WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 COMPONENTS AND CLADDING, AS APPLICABLE: V.I.F. VERIFY IN FIELD 54" A.F.F. MAX.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. HGT. HEIGHT LESS THAN 24" AFF AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 31.07 PSF HORZ. HORIZONTAL W.A. WEDGE ANCHORS WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND 2. CORNER BARS: NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, HM HOLLOW METAL W/ WITH R312.2.2 OF THE FRC. GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON WC WATER CLOSET ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CONSTRUCTION PLANS. HPS. HOOPS 7. INTERIOR NON -BEARING WALLS CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). HR HOUR WD. WOOD ROOF TRUSS LIVE LOAD WH WATERHEATER 25 GA., 3.5" STEEL STUDS @ 24" O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND 3. INTERSECTING BLOCK WALLS: HVAC HEATING VENTILATION AIR COND. WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE TOP CHORD LIVE LOAD: 20 PSF HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE FASTENED TO SLAB -ON -GRADE BELOW WALL. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A BOTTOM CHORD LIVE LOAD: 0" PSF ID INSIDE DIMENSION W/O WITHOUT 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH WP WATERPROOF 8. BATHTUB AND SHOWER SPACES CELLS. INSUL INSULATION ROOF TRUSS DEAD LOAD INT. INTERIOR WPH WALL PHONE BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED FRAMING PLAN NOTES TOP CHORD DEAD LOAD: 10 PSF LAM. LAMINATE WSCT WAINSCOT WITH AN IMPERVIOUS, WT WEIGHT NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL, MOISTURE RESISTANT BOTTOM CHORD DEAD LOAD: 10 PSF BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER ROOF TRUSS DEAD LOAD SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" ABOVE THE ROOM 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS FLOOR LEVEL. (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS TO RESIST WIND UPLIFT: 10 PSF TOTAL BY TRUSS MANUFACTURER. 9. GARAGE SEPARATION FROM DWELLING UNIT FLOOR TRUSS LIVE LOAD 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY BOTTOM UNLESS NOTED OTHERWISE ON PLANS. TOP CHORD LIVE LOAD: 0 PSF MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. BOTTOM CHORD LIVE LOAD: 0 PSF 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND 10. GARAGE DUCTS BEAM STEEL 30" INTO POURED BEAMS. FLOOR TRUSS DEAD LOAD DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 4, ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER TOP CHORD DEAD LOAD: 0 PSF DWELLING UNIT FROM THE GARAGE SHALL BE MIN, .019" SHEET METAL & SHALL HAVE NO WITHOUT ANY CHANGE OF REQUIRED STEEL. OPENINGS INTO THE GARAGE. BOTTOM CHORD DEAD LOAD: 0 PSF 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: 11. EXTERIOR OPENINGS 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ROOFTL: L/240 . NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ON PLAN. ROOF LL: U360 . ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'4% 7. #2 S.Y.P. MAYBE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. FLOOR TL: N/A 12. BACKING FOR CABINETS 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT FLOOR LL: N/A LOCATIONS IN C.B.S. WALLS (TYPICAL). MAXIMUM DEFLECTION: 1.25" PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. &TOP @ 8'-0" A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS SOIL BEARING CAPACITY: 2500 PSF CABINET ATTACHMENT. ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 13. WOOD FRAME WALLS 10, ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS, 14.SAFEGUARDS WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.7.3. PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING - DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS, ENGINEERING LICENSE: - T. t4o ?Suva L3 SERIAL #; 3BBCA22100 0000 004C1287DF ANTHONY T. TOMBO III - FL, PE #80083 - L FNMVVII14U IYV I !%rC: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. YKUJtI:I NUMt311=111: TS- 1764 - SITE NAME: 7901 DEER PARK AVE. SITE NUMBER: HAB - DEER PARK VI I L AVVI\GVV. 7901 DEER PARK AVE. FORT PIERCE, FL 34951 QfIGG I UCQl+R1r I IIIJIY: GENERAL NOTES Q fl GG 1 IY V IYI O C R. G.1 o 041) II"I 0',wy s } I a 1 'to, gewArm, Lm 41 L&IU:. L1r:21, LLOU,4j OF 1'. M 1 PARK, SIT`, , 10 A Ind FLAT` a p: , 0 Ash id: �, ,10 . POST 000 11r PACE 51 fXf T14E, � BUI L (v,CI.,.I T` C, FLORIDA.; E 1 PLANS PREPARED BY: WHOLE ROUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fart Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING Ur%m VY11`I\7 I4V 1IliC 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 HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. r PROJECT NUMBER: t TS— 1764 - J1 I G 17F11YIC. 7901 DEER PARK AVE. — JI I G IVVIYIGCIC: HAB - DEER PARK SITE ADDRESS: 7901 DEER PARK AVE. FORT PIERCE, FL 34951 - JnCC 1 UCAIi RIP 1 IVI14: SITE PLAN .jnGG 1 14V1YIoCR: sp-i mo F # FA SIZE 3068 INTERIOR DOOR SCHEDULE DESCRIPTION REMARKS 6 - PANEL HOLLOW -CORE 306E 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. A-3.0 1 00 EXTERIOR DOOR & WINDOW SCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) PRODUCT APPROVAL (FT -INCHES) MANUFACTURER OPENING - PRODUCT RATED NUMBER EXPIRATION - - SYM. ITEM LOCATION DESIGN DESIGN PRESSURES PRESSURES POS. NEG. O HG7700 SERIES SH - 23 WINDOW KITCHEN 3'- 1 3/4" X 3'- 2 3/8" LAWSON SEE ELEV'S +70.0 -110.0 17-1212.21 12/27/2021 02 HG7700 SERIES SH - 3650 WINDOW BEDROOMS 3'- 6 1/4" X 5' - 0 1/4" LAWSON SEE ELEV'S +70.0 -110.0 17-1212.21 12/27/2021 O3 HG7700 SERIES SH - 35 WINDOW LIV ROOM 4'- 5 7/8" X 5' - 3" LAWSON SEE ELEV'S +70.0 -110.0 17-1212.21 12/27/2021 O HG 7700 SERIES SH - 2630 WINDOW BATHROOMS 2'- 6 1/4" X T - 0 1/4" LAWSON SEE ELEV'S +70.0 -110.0 17-1212.21 12/27/2021 O5 PAN R2580 SERIES GARAGE DOOR GARAGE 10' - 0" X 7' - 0" HAAS DOOR SEE ELEV'S +31.3 -34.9 FL16-660.11 JELD WEN 3068 6 - PANEL STEEL INSUL �6 OUTSWING DOOR W/ WD. FRAME; THSHLD.; PEEP LIVING ROOM T - 2-1/4" X 6'- 10" JELDWEN SEE ELEV'S +80.0 -80.0 FL11136.2 HOLE T JELD WEN 3068 6 - PANEL STEEL INSUL. OUTSWING DOOR WITH WD. FRAME; THSHLD. DINING ROOM 3' 2-1/4" X 6'- 10' JELDWEN SEE ELEV'S +80.0 -80.0 FL11136.2 A-3.l 2 22' a AC `PAD PAD 1 --- WATER SOFTENER j EWH 1 \ GARAGE 20'- 0" X 16'- 8" 20'-8" AHU IN COFFERED CEILING ATTIC ACCESS N I � / 11'-4" d v a v FRONT ENTRY 6'-0"X13'-4" d ° v 9, ° 15'-0 1/2" - BEDROOM #2 14'- 4-1/2" X 12'- 0" ° r� w i0 BEDROOM #1 O x 13' - 4" X 12' - 6 1/2" / V `v NOTE: 2X4 STUD WALLS \\ iv BATHROOM #1 SHOWN AS 3.5" AND CMU T 8-1/2" X 12' - 6 1/2' WALLS SHOWN AS 8" FOR PLACEMENT PURPOSES. N ACTUAL FINISHED 14'-3 1/2" "' 8'-4 1/2" DIMENSIONS WILL VARY. 77NO E: BATHROOM #1 COMPLY WITH ADA GUIDELINES/ REQUIREMENTS. CLOSET 2,_4„X6,-0" a ° a ° v a 8'-X 8' 16'-8" CONCRETE KITCHEN / DINING ROOM ° PAD 16'-0"X18'-21/2 ° v a ° so z LL z wa o A-3.0 E� 2 Ff STOVE OPENING a N m m z o m _! A 9'-3" 15'-0 1 /2" BATHROOM #2 8'- 8" X 12' - 0" BEDROOM #3 o 14, - 4-1/2" X 12' - 0" F N Zo x to x OX �a 39'-4" 43'-4" A-3.1 1 ;J] FLOOR PLAN ASCALE (24 X 36): O GARAGE 20'- 0" X 16'- 8" 20' to io i ° FRONT ENTRY a 6'-0"X13'-4"' a ° Ov . a_ N co LIVING ROOM i0 16' - 0" X 13' - 8-1/2" v ° C O BEDROOM #1 L 13'- 4" X 12'- 6 1/2" N 13'-4" ❑A N BATHROOM #1 7' 8-1/2" X 12' - 6 1/2 7'-8 1/2" 0 ❑ 4 A CLOSET 'v 1 8' X 8' 15'-0 1/ " N 6'-3 1!2" CONCRETE PAD N KITCHEN / DINING ROOM ° a N 16'-0"X18'-21/2 �o z LLZ W W �a 0 GFI REF. O STOVE- OPENING NOTE: BUILDER TO O0 COORDINATE ALL INTERIOR fO FINISH ITEMS WITH OWNER. 14'4 1/2" OWNER TO SELECT ALL 3 FIXTURES, CABINETS, APPLIANCES, COUNTERS, O BEDROOM #2 iv BATHROOM #2 COLORS, ETC. 14' - 4-1/2" X 12' - 0" 8' 8" X 12' - 0" Tc 0 N © X m r O UN SQUARE FOOTAGE LIVING: 1,384 S.F. GARAGE: 365 S.F. FRONT PORCH: 80 S.F. TOTAL: 1,829 S.F. VOLUME UNDER AIR: 11,072 CU. FT. 2 INTERIOR DIMENSIONS PLAN A-1.0 SCALE(24 X 36):1/4"= V- 0" 14'-4 1/2" 2'-7 1/2" BEDROOM #3 14'-4-1/2"X12'-0" o / H w xco T O Millen .Jf[P1YY11'4u IVIJ 1 RIM 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 LICENSaaa r. Pis 8008 l 9ERTAL #: 38 BC A2.2100 00 00 00 4C 12 87 DF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. -(UJEGT NUMBER: TS- 1 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 4/3/2018 AG SITE NAME: 7901 DEER PARK AVE. HAB - DEER PARK SITE ADDRESS: 7901 DEER PARK AVE. FORT PIERCE, FL 34951 J 1-IGC1 urzatImIP- IIVIV: FLOOR PLAN SHEET NUMBER: - 100 4'FLOURESCENY AHU IN COFFERED ATTIC CEILING W/ DIRECT PREWIRED GARAGE ACCESS WIRE DISC. SW. DOOR OPENER GF — GARAGE cQ — IN ATTIC PC 4'FLOURESCENY FANILT JB COMBO BEDROOM #1 0 '9G 0 H w 0 O J U BATHROOM #1 EXH. FAN LIGHT COMBO 19 CLOSET 0 FRONT ENTRY LIVING ROOM KITCHEN / DINING ROOM 00 STUCCO ON HIGH FAN/LT re RIB METAL LATH 6' X 13' - 4" COMBO (TYP. EXTERIOR) CONCRETE SLAB STUCCO ON HIGH RIB METAL LATH (TYP. EXTERIOR) 8' X 8' CONCRETE PAD w BO 0 NOTE: AC RETURNNENTS AND DUCTWORK LOCATED BY BEDROOM #2 BEDROOM #3 AC CONTRACTOR. BATHROOM #2 FAN/LT J9 FAN/LT J9 COMBO COMBO 7W> y / 0LIGHT COMBO ®VP Q \ 1 CEILING PLAN A-Z.Q SCALE(24X36):1/4'=1'-B' ASPHALT: ROC 2 ROOF PLAN A_2.0 SCALE: N.T.S. r WFXMVVIIYV IYV I IIiG 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 LI SERIAL #i 39BC A2 2100 0000 004C 12 87 DF. ANTHONY T. TOMBO III - FL, PE #80083 of\ArY119V 19V I ltr G. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. rrcv�t�, i rvumestrc: TS— 17( REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 4/3/2018 AG JI 1 C IYAIYIC: 7901 DEER PARK AVE. HAB - DEER PARK VI 1 G Mwwm"��. 7901 DEER PARK AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: R.C.P./ROOF PLAN JF7GG 1 IYu1Y1oCR: A - 200 T-6" (TYP.) 0 +26.6 ; -29.0 +26.3 +26.1 ; -28.5 ; -28.6 +24.2 ; -30.0 (4��ZELEVATION24 X 36): 1 /4" = 1' - 0" 2 REAR ELEVATION A-3 0" I nne AKInn 1aa QCOICQ onnC VENT ITV12 1 YP.). TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF 0'-0"FF -4" (MIN.) FF @ FRONT OF GARAGE (7' -0" OPENING REQUIRED) TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6'- 8" AFF 0'- 0" FF FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) 1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. APA RATED 40/20 - 19/32" EXPOSURE 1, EXTERIOR GRADE PLYWD. SHT'G, NAIL W/ 8d RING SHANK NAILS (.131 x 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 BRG. 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 30" MIN. LAP 1-1/2" RECESS (TYP) SH FLOOR LINE 3 A-3.0 12 4/ DEPTH � r �a 1 1 - STORY L.B.W. TYP. SCALE: N.T.S. R-30 BATT OR BLOWN INSULATION (SEE MANUFACTURERS SUBMITAL) —� 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" CO BLOCK (SEE FOUNDATION PLAN FOR LOCATION) TUFF-R R4.1 INSULATION (SEE MANUFACTURERS SUBMITAL) 1/2" GYP. BOARD ON P.T. 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 FIBERMESH 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. PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT C2016 WHOLE HOUSE ENGINEERING r UKAYYII14{7 114U 1 ILIQ 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 LICENS "SERIAL #: 360CA221.0G00G0004G2287DF ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. YKVJtL.I NUIVICtK: TS— 176 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 4/3/2018 AG - - SITE NAME: 7901 DEER PARK AVE. - SITE NUMBER: HAB - DEER PARK 7901 DEER PARK AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: ELEVATIO ff 01 — J11tt 1 NuffloCR: A - 300 E 1 +28.1 ; -30.5 E +26.6 ; -29.0 1 RIGHT ELEVATION A-3.1 SCALE(24X36):1/4"=1'-0" SHINGLES PER MANUFACTURER'S SPECS (TYP.). a L +26.6 ; -29.0 2 LEFT ELEVATION A-3.1 SCALE TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6' - 8" AFF 0'-0"FF 4" (MIN.) FF @ FRONT OF GARAGE IT - 0" OPENING REQUIRED) TOP OF BEAM - 8'- 0" AFF BOTTOM OF LINTEL - 6' - 8" AFF 0'-0"FF -4" (MIN.) FF @ FRONT OF GARAGE (7' - 0" OPENING REQUIRED) Fff JO,1; WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING UKAMIVV IVV IIVC 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 HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. PROJECT NUMBER: TS- 1764 SITE NAME: 7901 DEER PARK AVE. +7��iC191'll.].1 �M HAB - DEER PARK 7901 DEER PARK AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: ELEVATIONS SHEET NUMBER: Aiiiiiiiiill PLANS PREPARED FOR: Habl'tat for Humanity 8„ CMU RECESS CMU 1.5" 30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH * o'-o" - ° TOP OF SLAB PLANS PREPARED BY: 4„ CONC., REINF: W/ 6"x6" 12" MIN. W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 3„ MIN. COVER � 1,_4„ CLEAN TERMITE TREATED FILL STANDARD A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS W—i ENGINEERING A EXTERIOR WALL MONOLITHIC FOOTING - M1 S1.O SCALE:. N.T.S. ----- 43'-4" 21'-4" — 22' WHOLE HOUSE ENGINEERING 6' - 8" MAX. SPACING 4451 St. Lucie Blvd. Suite201 /T FILLED CELLS (TYP) I: ©pno 7' 15 sl.o Fort Pierce, FL 34946 PHONE: 772-409-1003 - B A CURB HEIGHT VARIES, COPYRIGHT 02046 WHOLE HOUSE ENGINEERING 30" MIN. LAP DOUBLE W.W.F. 3' @EDGE DRAWING NOTICE BEYOND FOOTING HAUNCH t 0-0 TO !LOPED DUE TOPOF HOUSE SLAB THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS TOP OF GARAGE SLAB USED FOR GRAPHIC PURPOSES ONLY. SIZE AND I LOCATION MAY VARY TO MEET MANUFACTURER'S C 12"MIN, ° ° 4" CONC., REINF. W/ 6"x6" SPECIFICATIONS. •. W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED DO WITH ANY QNOT SCALE UESTIIONS REGARDING DIMENSIONS. NGS. PLEASE CONTACT INER CLEAN TERMITE TREATED FILL 3" MIN. COVER -� 1'-4" SLOPE STANDARD A.C.I. 90 HOOK FOR DRAINAGE S1 (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS I. ENGINEERING LICENSE a B GARAGE CURB MONOLITHIC FOOTING - M1 „�@L't :.70, a�d���•+� SCALE: N.T.S. � * 71� 008 •,�m.����+ SLOPE 1:20 MAX FLUSH v v a 8" CMU ® Q CURB HEIGHT VARIES. Q 8 X 8'd0i:{}0} e v FLUSH CONCRETE gRRIAL # : I. � v a 30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE 36 Bf; A2 2100 dD fad Litt 9C 12 87 LF B a I• BEYOND FOOTING HAUNCH yq 6'Q 0°X 13, _ 4„ C a a CONCRETE PAD v -2-112" (VARIES DUE ° a TO SLPED FLOOR) x o'-o" ANTHONY T. TOMBO III - FL, PE #80083 co v v �. TOP OF GARAGE SLAB TOP OF HOUSE SLAB a 1' 4„ p 4" CONC., REINF. W/ 6"x6" DRAWING NOTICE: W1.4xW1.4 WWF OR FIBERMESH THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE ON 6-MIL POLY ETHYLENE VAPOR PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE ° BARRIER ON WELL -COMPACTED REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT VARIES CLEAN TERMITE TREATED FILL THE EXPRESS WRITTEN CONSENT OF HABITAT FOR �j , S1 3" MIN. COVER 1 HUMANITY. STANDARD A.C.I.90 HOOK a a a o RE REINFORNUOUS CEMENT ONOTTOM CHAI s PROJECT NUMBER: TS- 1764 a. v FLUSH s1 C INTERIOR BEARING WALL MONOLITHIC FOOTING - M2 REVISIONS: N - 9 . a DESCRIPTION DATE BY RE S1 .Q SCALE: N.T.S. FOR PERMIT 4/3/2018 AG o C9 e SITE NAME: 6" CMU GARAGE FF ACCESS RAMP (SLOPE 1:20 MAX) 7901 DEER PARK AVE. LINE 30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH SITE NUMBER: - .. TOP OF HOUSESLAB p 4"CONC.,REINF.W/6"X6" HAB - DEER PARK 1 �" W1.4xW1.4 WWF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL -COMPACTED 39,4„ CLEAN TERMITE TREATED FILL SITE ADDRESS: '1 1 �"4" I` 3" MIN. COVER STANDARD A.C.I. 90 HOOK (2)#5CONTN000SBOTTOM 7901 DEER PARK AVE. REINFORCEMENT ON CHAIRS FORT PIERCE, FL 34951 D RAMP AT GARAGE ENTRY DOOR OPENING SHEET DESCRIPTION: S1.O SCALE: N.T.S. 1 FOUNDATION PLAN FOUNDATION PLAN S-1.0 SCALE (24 X 36): 1l4" =1' - 0' SHEET NUMBER: s - 100 FOOTING SCHEDULE FTG. SYM. FTG. TYPE FTG. SIZE &REINFORCEMENT BTM. OF FTG. AT: TOP OF FTG. AT: 16" W. X 16" D. WITH 2 - #5 CONT. ON TOP OF HOUSE SLAB M1 MONOLITHIC STEEL CHAIRS SPACED MAX. 36" O.C. WITH CURB (HEIGHT VARIES) 16" W. X 16" D. WITH 2 - #5 CONT. ON VARIES (SEE PLANS) M2 MONOLITHIC STEEL CHAIRS SPACED MAX. 36" O.C. WITH CURB (HEIGHT VARIES). S1 4"MIN. SLAB WITH WWF VARIES (SEE PLANS) .SLAB 7p 1 N M In U7 N U a0 00 00 00 a0 a0 00 00 CJ 10 1 B02 B-0 0 � Vj7\ 4/12 FR AH M TRU VM5 IN CO SUS STOP vM3 FERED NDED CHORD. L1 LL CJ CJ 1138#CEILI 1 L1 %1 J7 J7 VM9 VM7 1 Bo 5-6 J7 N v BO C 5 N U 3 L2 C 1 L2 1 e-i M 01 769# 1 4/12 no ~— 4/12 _ o 0 2'-6"0 1 AO 0 0 0 N v 0 1 0 0 1 L1 L1 Al 1475# 1 L1 in L1 CJ 475# C 5 L1 CJ C 3 CJ1 1 N71 1 1 ROOF FRAMING PLAN S-2.0 SCALE IN Z2 Z2 z2 \ Z2 ROOF SHEATHING NAILING ZONE (N.T.S.)' ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803,2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. BEAM SCHEDULE REINFORCING SYMBOL TOP OF WIDTH HEIGHT COMMENTS BEAM TOP MIDDLE BOTTOM L1 T - 4" 8" 8" ------ ------ 1 - #5 POURED SOLID W/ BOND BEAM ABOVE (16" MIN.) L2 7' - 4" 8" 8" ---- - 1 -#5 2" RECESS LINTEL POURED SOLID W/ BOND BEAM ABOVE(14" MIN.) BB1 8' - 0" 8" 8" 1 - #5 CONTINUOUS BOND BEAM NOTE: MINIMUM BEARING OF LINTEL SHALL BE 4" EAGh SIUt FUK AT'AN5 LtJJ I MAN IU- U` 4 d GCAKINU t-UK JI-ANJ LJKtAI tK I MAN IU - U MORTAR SHALL BE TYPE M OR S. USE BB1 AT TOP OF ALL WALLS LINO. ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED UPLIFT 400# LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW REQUIRED 1 RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD 'PRODUCTS. TRUSS CONNECTOR SCHEDULE MARK TYPE REF. NO. NO. OF ALLOWABLE PARALLEL LOAD REMARKS NAILS/SCREWS UPLIFT O TO CONC. USP - HTA24 (10) 10d X 1-1/2" 1870 LBS 710 LBS PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING YI[AYYIIY �7.IYV I II+G 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 LICENS-iti+{►rT—' 4 : Nio 000. mayy: + i M X f r R$p N itLl'. SERIAT 388CA22100000t_ i287DF ANTHONY T. TOMBO III - FL, PE 48Cd:53 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. :UJt(:I NUMFStK: TS- REVISIONS. DESCRIPTION DATE BY R FOR PERMIT 4/3/2018 AG SI I t NAMt: 7901 DEER PARK AVE. SI I t NUMbhK: HAB - DEER PARK SITE AUURESS: ® 7901 VEER PARK AVE. FORT PIERCE, 17-L 34951 SHtt I UtSI;KIF I IUN: ROOF FRAM PLAN ® SHEE t NUMbtK: 0 ■ 0 ■ (3) #210 THHN W/ (1) #4 IN 2" CONDUIT FOR O.H. ELECTRICAL SERVICE 200A METER \ MAIN/DISCONNECT COMBO NOTE: ALL WIRE TO BE COPPER. #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8' - 0" GALVANIZED GROUND ROD 200A r 200A 10 3W, 1201240V 10 PANEL 'A' (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT 1 FOUNDATION COLD STEEL WATER PIPE 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE -1_ SCALE: N.T.S. 200A METER O MAIN/DISCONNECT COMBO NOTE: ALL WIRE TO BE COPPER 200E 200E 1W 11 PANEL FLUSH MOUNTED NE NEMA-1 'A' (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8' - 0" GALVANIZED GROUND ROD FOUNDATION COLD - STEEL WATER - PIPE (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT FROM U.G. 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE ELECTRICAL SERVICE -1 SCALE: N.T.S. TX T CONCRETE PAD CONDENSING UNIT - ELEC. METER - LOCATION 240V DISCONNECT DETERMINED BY HABITAT Tv OFI / � -I GFI / �� I ET ) �P. WATER SOFTENER 7 w 00 / 4'FLOURESCENT / J BATHROOM #1 i GARAGE 240V DISC. BEDROOM #1 PREWIRED GARAGE DOOR OPENER \ SW FAN/LT �B COMBO EXH, FAN I ATTIG LIGHT COMBO( cFl ACCESS I "A" \ \ PANEL 200A MLO 120/24OV GF I I \ \ ICO. Bu GFI \ IN ATTIC PC Tv 4'FLOURESCENT AHU IN COFFERED a CLOSET CEILING W/ DIRECT DISC. SW. / /` _ \ GFI CHIWE / - \ KITCHEN I DINING ROOM FRONT 6TRY I \ \ I 1 LIVING ROOM / / / \ �\ GFI I � REF. ' FAN/LT J9 j\ 1 GFX WP/ I I COMBO 0 / BATHROOM #2I I BEDROOM #2 / GFI FANA.T COMBO F�w_ O \ EXH. FAN / V LTT COMBO 1 ELECTRICAL FLOOR_PLAN \� BEDROOM#3 FANLT de COMBO w O U ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH 3 THREE WAY SWITCH �. PUSH BUTTON SWITCH DUPLEX RECEPTACLE 220V OUTLET LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE 4 C PULL CHAIN LIGHT 4' FLOURESCENT LIGHT FIXTURE 4' FLOURESCENT ® FANiT EXHUAST FAN/LIGHT COMBO e FAN/LT COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH 4 SMOKE DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER WP/ GFI LOAD CALCULATIONS 7901 DEER PARK AVE. ST. LUCIE COUNTY, FL 1749 SO FT 5,247 WATTS (3) SMALL APR CIR. 4,500 WATTS (2) LAUNDRY CIR. 3,000 WATTS RANGE (ELECTRIC) 12,000 WATTS MICROWAVE 1,000 WATTS (1) WATER HEATER (ELECTRIC) 4,500 WATTS DRYER (ELECTRIC) 3,500 WATTS REFRIGERATOR 3,000 WATTS BATHROOMS 6,000 WATTS WATER PUMP 2,000 WATTS (IRRIGATION PUMP (OPTION) 2,000 WATTS MISC. 5,000 WATTS 52,747 WATTS SUB TOTAL HOUSE FIRST 10 KW @ 100% 10,000 WATTS REMAINDER @ 40% 17,099 WATTS A/C #1 @ 100% 10,000 WATTS 37,099 TOTAL WATTS 154.58A TOTAL CONNECTED LOAD GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2011 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 PROTECTED, 10. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 11. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. 12. GARAGE DOOR OPENER TO BE GFI PROTECTED. 13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 15. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. 16. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE. 17. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 18. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. 19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. 20. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2011 210.12 (A)(1) THROUGH (6) 21. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE. 12" TO CENTER TELEPHONE JACKS. 46" TO CENTER OF LIGHT SWITCHES. 16" TO CENTER OF RECEPTACLES. 46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS. 42" TO CENTER BATH RECEPTACLES. 12" TO CENTER TELEVISION JACKS. 22. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 24. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. 40 CIRCUIT PANEL "A" 120/240 VOLT 200A M.L.O. SINGLE PHASE DESCRIPTION BRK POLE SP WIRE WIRE SP BRK POLE DESCRIPTION SIZE SIZE RANGE 50-2P 1 #6 #10 2 30-2P WH #1 3 4 AHU #1. 60-2P 5 #6 #10 6 30-2P DRYER 7 8 CU #1 40-2P #8 #10 1 0 30-2P WELL PUMP 11 12 - GARAGE OUTLETS 20-1P 13 12. RX 14 RX 1 4 15-1P GARAGE LIGHTS. WASHER 20-1P 15 12 RX 14 RX 16 15_IP KITCHEN LIGHTING KITCHEN OUTLETS SMALL APPLIANCE 20-1P 17 12 RX 12 RX 18 20-1P LIVING ROOM KITCHEN OUTLETS SMALL APPLIANCE 20-1P 19 12 RX 12 RX 20. 20-1P BEDROOM #1 REFRIGERATOR 20-1P. 21 12 RX 12 RX 22 20-1P BATHROOM #1 MICROWAVE 20-1P 23 12 RX 12 RX 24 20-1P BEDROOM #2. RANGE HOOD 20-1P 25 12 RX 12 RX 26 20-1P BATHROOM #2 WATER SOFTENER 20-1P `27 12 RX 12 RX '28 20-1P BEDROOM #3 EXTERIOR ONT (LIGHTING 20-iP 2:9 12 RX 12 RX 30 20-1P REAR LIGHTING/RECEPTACLE ..SPARE 20-1P 31 32 SPARE 20-1P 33 34 SPARE 20-1P 35 - 36 SPARE 20-1P 37 38 39 40 PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772409-1003 COPYRIGHT C2016 WHOLE HOUSE ENGINEERING DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBC USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS, PLEASE CONTACT DESIGN WITH ANY QUESTIONS REGARDING DIMENSIONS. - ENGINEERING SERIAL #: 36 BC.A2 2100 0000 004C 12 37 DF : ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SO PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT B REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOI THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. PROJECT NUMBER: r TS- 1 REVISIONS: DESCRIPTION DATE BY I FOR PERMIT 4/3/2018 AG SITE NAME: 7901 DEER PARK AVE. - SITE NUMBER: HAB - DEER PARK - SITE ADDRESS: 7901 DEER PARK AVE. FORT PIERCE, FL 34951 - SHEET DESCRIPTION: ELECTRICAL PLAN SHEET NUMBER: EIiiiiiiiiiiiil 00 TO SEPTIC C.O. 1 PLUMBING PLAN P-1.0 SCALE(24X38):1/4'=1'-0' GENERAL PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE & 10' ABOVE GRADE PER F.B.0 P3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6 8. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 9. PLUMBING CONTRACTOR TO PROVIDE ALL REQUIRED PLUMBING PERMITS. 10. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 11. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 12. DO NOT SCALE FOR EXACT FIXTURE, PIPING, AND EQUIPMENT LOCATION, ETC. PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY W.H.E. IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 13. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED, 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESSION OF CONSTRUCTION. 15. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. 16. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 17. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. 18, SHOWERS SHALL BE ANTI -SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS. 2 PLUMBING RISER P-1.0 SCALE: N.T.S. ynal Ta VRA-%VVl 4%7 IYV I IINC 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�;�� SERIAL 3139CA221006000004C 1237DF. ANTHONY T. TOMBO III - FL, PE #80083 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF HABITAT FOR HUMANITY. YKUJtU I NUMtStK: TS- 1764 rREVISIONS: 1 DESCRIPTION DATE BY RE I FOR PERMIT 4/3/2018 1 AG - SITE NAME: 7901 DEER PARK AVE. SITE NUMBER: HAB - DEER PARK SITE ADDRESS: 7901 DEER PARK AVE. FORT PIERCE, FL 34951 of 1""1 W"VVmly I1V1.. PLUMBING PLAN SHEET NUMBER: P-1 00