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HomeMy WebLinkAboutBUILDING PLANGENERAL NOT PLANS AND ENGINEERIN Gi BY on PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 I y PORT SAINT LUCIE, FLORIDA 34984' PHONE: (772) 785-9888 FAX: (772) 785-9'"'3 MODEL / Planning & Development Services. Department ® Building &Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 Certification for Design Load Compliance Project Name: REYES RESIDENCE Project Address: 5604 SEAGRAPE DR. Permit #: Occupancy Type: R . Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. ' Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _ Open 3. Risk Category: I X II_III _IV Exposure Category: _B X C D 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width; 5 ft 5. Mean Roof Height: 11.5 ft Roof Pitch: 6 12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan oPenings): 20.6 20.6 20.6 35.8 35.8 27.2 Zone 1: 32 7 Zone 2: 57 0 Zone 3: 84 2 Zone 4: 38 8 Zone S: 47 9 Garage: _35.4 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: - _ 20 Balcony:- N/A PSF, Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ' ON PLAN 2/19/2018 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL _ Company Name & Address SLCCDV Form # 020-12 Revised 3/15/12 (JS) FPL SERVICE CONFIRMATION I GARAGE LEFT COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DATE =�� !qf timlpi" t"11* VICINITY MAP FDOH in St. Lucie County Environmental Health SiRef IPhIn Approved for Construction Supersedes All Previous Site Plans for 1M'iTDS 54 SG-I�s1bo35 & we" III CONSTRUCTION BY PORE' ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WWW. PSLPROPERTIESINC. COM CONTENTS A100 - COVER SHEET A101 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 -PROPOSED ELEVATIONS A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN A105 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE A108 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL BLOCK TRANSITION DETAIL GARAGE DOOR ATTACHMENT DETAIL ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: REYES RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED bESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 2" / 11" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS N/A N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS N/A N/A N/A N/A N/A N/A SWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.2 IMPACT S/L 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. FRENCH DOORS SEE ELEVATIONS + / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.4 IMPACT 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13,75" O.C. GARAGE DOORS SEE ELEVATIONS + / - 37.0 CLOPAY 29W6-10 _ FL # 5678.29 N/A 5/16" X 1-5/8" MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A ROOFING MATERIALS VULT=160 VULT=194 OWENS CORNING 3TAB FL#10674.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE (0.105 IN (3MM) SHANK WITH AMINIMUM 3/8 INCH (10 MM) DIAMETER HEAD, ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 314 INCH (19 MM) INTO THE ROOFSHEATHING. WHERE THE ROOF SHEATHING IS LESS I HAN 3/4 SHALL COMPLY WITHA TM FTHICK, THE FASTENERS SHALL F11667 TE THROUGHTHE s SHCH EATHING 19 FAS ST I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENTCODE PROVISIONS. NAME: PAUL WELCH, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 PROJECT' PROPOSED NEW RESIDENCE FOR: REYES 5604 SEAGRAPE DRIVE FORT PIERCE, FLORIDA 34982 MODEL CAYMAN REVISIONS TITLE Al 00 COVER SHEET JOB NO. DATE 01.29-18 SCALE AS NOTED DRAWN CHECKED BILL SCHROEDER ENGINEER PAUL WELCH INC. / PAUL WELCH P.E. REG. # 29945 r PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 , EMAIL: PWELCHINC@AOL.COM 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE Y2' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %2' THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE, PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395. C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENT-S. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 %='SUSPENDED SLABS: 1 %" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED, 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 WWW.PSLPROPERTIESINC.COM w U w a 3 LL O w M 0 In I-. w 0 ro M 16-0" 13'-11'/A" , j LRE DW 2 m 3-ill"STEP 2'-0^ 9'-11Y," w°n p I O INE(:E) I2._0r KITCHEN 9 O LLm _ SPE CEILING FRO 8-0"TO 94" x 5'-1Y4" j� O I - - - - - -- ---- - -- -- - - - - -- W - o _ 0 " I w OO x m U) ■ 1 0) cD O `4 q z ST CKR BATH I o ? I o DINING s'1 LLI W U I - ; WALLCABINETS I Do U w I 1 N % W S I 36" HIGH m 2668 r o COUNTER DRYER -w' ^ I WASHER LOCATION OCATION LL °� I J m ILITY CLOSET SET WARDROBE 506BBF� 34-1/2"KNEE WALL TAL S-HTC"6 L 'AEILINGo GRE T ROOM NOWBRG L = — — — — — - 9'4"FAT CEILING HEADER/CAMBER NON-BRG. WALL 1'-8 d' x $ (W N C? Z I iFQ I m M W ■ "ivlr ��n ,r , vt "II il' -r� r r i r - coLM M M Z 1 < WH W/ DRIP PAN WH & DRAIN LINE i O 3-1/2" STEP O to A19 HU N 5-1/2" WALL BEDROOM #3 8'-0"17LAT CEILING O T-1'/%' ROD & SHELF CLOSET 50681 BIFO PROTECTI N POST � X \ SLOPE CEILING FROM8'-0' 9-4 BEDROOM „ WC ' BATH BEDROOM # 2 M ■. r x rn B'-0" FLAT CEILING FPL METER 2" CURB 7- D I 2" CURB BOTTOM CHORD BEARING .BEYOND WALL, NON BEYO D WALL AHU.LOcATED w ATrlc y o BEARING WALL 4 1 g,-4,/„ FOYER o F wI DRIP PAN&DRAIN LINE. AD c 150 AMP = UTILITY PAD -_- o n1 TUB/SHOWER ELECT. PANEL _ 3068 114" TEMP. SL A/C COND. INSULATE WALL W/ R-11 FIG BATTMEN I — . SH-35 / COL. ® --... .-.....-._ .. ........ 3- l2"STEP eQ GIRDER SYTRUSSCO. I i 1 1 u ' d i MAIN EGRESS DOOR " o o GARAGE N ■■ ■ ■ _ N B'-0" FLAT CEILING I <ENTRY/_ SH-25 / EGRESS/ COL. COVERED FRONT PORCH (A.F.F.) jr g: 3'-6° �. _____ �_________________________, '�' -4 FLAT CEILIN G ■ l e PRECAST LINTEL ° _ - i 1 w —i - a 1 12"X 12"CMU COLU N�� 00 a IS LOCATIONS) W N 1 HOSE BIBB Ln E I ' N ■ ao _ OCCUPIED CUBIC FOOTAGE = 148$2.95 CALCULATE ATTIC VENTILATION CEILING = 2020 SQUARE FEET 2020 / 300 = 6.7333 REQUIRED VENTILATION 192.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ. FT. 12 = 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS GD 46" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6,733 X 40% = 2.693 SQ. FT. OF RIDGE VENT 6.733 X 50%.= 3,367 SQ. FT. OF RIDGE VENT RIDGE VENT 18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT PROVIDE 18 LFOF RIDGE VENT 12 �6 SOFFIT 1 -2" X 6" PRIMED & PAINTED R/S SPRUCE . 6" X 22" VENTS AT 4'-0" O.C. STUCCO OVER WIRE LATH W/ 1198. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6 DIMENSIONAL ROOF SHINGLES OVER 30 #ROOFING FELT R-30 TYPICAL CEILING INSULATION CONT GALV. MTL DRIP — OVER (PT)1X2--- — - - - -- 1/2" DRYWALL @ CEILING , (TYPICAL) 8' X 8" X 16" BEAM BLK. 2" X 6" PRE -PRIMED 112" H o W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA7. O.H. g CONCRETE FILLED CELL VENTED 8" PRECAST LINTELS STUCCO SOFFIT W/ (1) # 5 BAR FOR ALL Q (SEE DETAIL) P. DOOR AND WINDOW OPENINGS -� & FILLED W/ 3000 PSI CONCRETE STUCCO FINISH w VX 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL z VERTICAL REBAR TIED TO DOWEL INSULATION & RUNNING INTO BEAM BLOCK Q IN 3000 PSI CONIC. 1/2" DRYWALL K (TYPICAL) LL VERTICAL DOWELS W/ 30" LAP SPLICE 8" CONCRETE BLOCKS N FROM FOOTER WOOD BASE BOARDS SEE FOUNDATION PLAN 1 t l FOR SIZE & SPACING J 4" CONC. SLAB (MIN. 2500 PSI) 0_'-0" TOP OF SLAB W/ 6 X 6 10/10 WWM OR FIBERMESH GRADE 4" P .�0 TYPICAL WALL SECTION (CONCRETE BLOCK I LINTEL U-BLOCK CONSTRUCTION) NO SCALE ROOD CONCEPT. -DRAWING SCALE: 3/16" = 1'-0" W M ?z-q° J Ilk z W xLu e ~ LL W ® uJ O � U � rL J J N a o 0_ Oam I PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION — A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X 38'-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ, FT GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS. THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEET INDEX A100 - COVER SHEET A101 FLOOR PLAN' A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE JANUARY29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM I FES 1 5 2018 SHEET 1 EAIRING HT 9'-4' (ENTRY) ARING HT 8'-0" z OPENING I.D. A FINISHED FLOOR 0D" _ SCALE: 1/4" = V-0" NOTE SAND FLOAT FINISH ON ALL STUCCO BANDS & RETURNS SUCH AS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY CALCULATE ATTIC VENTILATION CEILING= 2020 SQUARE FEET 2020 1300 = 6.7333 REQUIRED VENTILATION 192.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ. FT. / 2 = 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.0 SQUARE FEET > 6.7 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS CaD. 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.733 X 40% = 2.693 SQ, FT. OF RIDGE VENT 6.733 X 50% = 3.367 SQ. FT. OF RIDGE VENT RIDGE VENT 18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT PROVIDE 18 LF OF RIDGE VENT rk BEARING HT. 8'-0" W_ 18' L.F. RIDGEVENi - _ - RIDGE H +/- 15'-1" I I 12 m DIMENSIONAL ROOF SHINGLES� L,l i f� 1] 1 I f �6 UJ O J I[JJIII LI11�l�I I uJI[��11 u�liIIl[ z M IiI �IiII� IlI 1TI� LI 1-�1�I I�IIII Ill fl ('rl �lll l (!lII�1 I[14r I I1 hllllrl Lu o u' "ITT111 �iT1111 II 1,(l[ I [I J ITl 1111.11�1� ��I a 11 1 1 1 i [ILr III L IIr�II�i_1 r7II W 3EARING_HT B'_of APPLIED DESIGN PRESSURES (PSF) Z "' w MARK I E 0 W a O ZONE 4 ZONE 5 U STUCCO FINISH URED (+) (-) (+) (-) � 6" STUCCO - _ (TYPICAL) w 1 10 35.8 -38.8 35.8 -47.9 r fn IL BANDS LL 2 15 35.7 -38.7 35.7 -47.7 't F- 6^ STUCCO O 3 20 35.6 -38.6 35.6 -47.5 N ® STUCCO BASE - BANDS 3°0 4 25 35.5 38.5 35.5 47.3 �ct a 5 30 35.4 38.4 35.4 47.1 IL� _ _ _ _ FINISHED FLOOR D_D 6 35 35.3 38.3 35.3 47.0 7 0 110 N/A N/A 27.2 -35.4 CL OPENING LD. OPENING I.U.J OPENING I.D. p 41 31 31 PROJECT 12"X 12" PROPOSED CMU COLUMN (TYPICAL(3) PLACES) �._-REYES RESIDENCE 18 LF RIDGEVENT BEARING HT. 8'-0" FINISHED FLOOR 0'-0" 12 6 SCALE: 1/4" = V-0" BEARING HT 9'-4" BEARING HT 8'-0" IE FINISHED FLOOR U-0" SCALE: 1/4" = V-0" I L Iklk1l I I i TLfT1 1TL l I;T l11S IN I I i l 1TI I 1 I` �_.5� 'ENHG I.D. OPENING I.D. C' OPENH G I.D. 21 31 31 18 LF RIDGEVENT BEARING HT. 8'-0" - FINISHED FLOOR 0'-0'_ BEARING HT. 8'-0" SCREEN NOT SHOWN " FINISHED FLOOR 0'-0"..7 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X 38'-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED D IMENS IONS, CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102,- ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION Li DATE JANUARY 29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 EMAIL: PWELCHINCeAOL.COM FEB 1. 5 2010 SHEET A102 ■■ ■ FAN / LIGHT PREWIRE I I , 1 i i LIGHT HB WPIGFI - -- -� P FT .ILL rt I tt i .. � (P I (� oL - - - - t o DW REF. I ' " G. DISK GFI I \ \ I 4 PREWIRE I - - - FAN/LIGHT \...FAN I `J PREWIRE � 1 5'-9%" GFI; 1 d� GFI 220V / `\ i � LIGHT3—I- - I I I I L — — — — — — — J `\ p II J� SD/CO I WH o GFI mEL _- o I J 6 150 AMP AHU LOCATED IN ATTIC FPL METER ELECT. PANEL W/ DRIP PAN 8 DRAIN LINE k 1 DISC. 22oV A/C COND. _ E,9 ■ I /J SCO DETEECTT OR II ■ , I o, I y FAN PREWIRE ONLY ' ------- - - - - ---- - - -�-- II it II i ■ ■ I IQL / I�dll , I WP/GFI ; I I I I I I I PREWIRE FOR GARAGE DOOR OPENER , - ------------- I I , ------------- • I � I WP/GFI I I I I co , I I I I , , \r ELECTRICAL PLAN SCALE: 1/4" = V-0" ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFIOUTLET (p 3-WAY SWITCH $3 SD/CO DETECTOR �D GFI 4-WAY SWITCH $4 EXHAUSTFAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PUSH BUTTON 9ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI SERVICE PANEL Q 110V OUTLET SERVICE METER CEILING FAN 220V OUTLET �IIn `HY LIGHT FIXTURE � J 4-PLEX OUTLET yT WALL MOUNTED 0 SWITCHED OUTLET LIGHT FIXTURE ` L SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH � 1 LPJ CEILING FAN WLIGHT JUNCTION BOX O RECESSED LIGHT A/C DISCONNECT VAPOR PROOF ,� PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET ° E. FAN LIGHT ® SCONCE PREWIRE K�-' NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 UC # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND ELECTRICAL LOAD CALCULATIONS PER NEC 1 1376 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3699 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 38899 VA FIRST 10 KW @ 100% REMAINDER n 40% TOTAL: A/C HEAT Cn 100% TOTAL: 31559.6 = 131.5AMPS USE 150 AMP SERVICE. 240 10000 11559.6 21559.6 10000 31559.6 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR AMINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK, 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 1Y OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. (3) # 410 ALUM IN 2" C ELECT. SERVICE 150 "EP" 2 120/240' M- 1m MBR 150A FE MLO 150 MBR i 410 # 4, 2" C ALUM ELECTRICAL RISER / DIST. / OPTION "A" NOTE: USE ALL COPPER WIRE NO SCALE L (3) 4/0 # 4, 2" C ALUM � l # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND )NOTE: USE ALL COPPER WIRE BUG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C ELECTRICAL RISER / DIST. / OPTION "B" NO SCALE W s ■ M � Z Lu 1*0 ® Z M U pp J Q Z V♦ W w o ;Lu ~ ` Z L LU a U � W J J cf) F- F- 14 c N O O CL PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X38'-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 ELECTRICAL;PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEETINFORMATION DATE JANUARY 29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = V-0" REVISIONS ENGINEER OF RECORD I PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM FEB SHEET IU U z w D: w LL mLU x �? m 0 O LL O w 0 W 2� o� UW �W 4 L1 LL 3 o co U t7� m w U z ui q w n W w 0 ro fV M 6 1�� � F-1 t a io WH w/ DRIP PAN 4+' k'1. FWH &DRAIN LINE i , O bb a UTILITY PAD A/C COND. U F-3 FTG 3,_6,: ■ 0 J 3 o C� I W m U. k I 16"X""X8" BLOCK COLUMN " w/ (3) # 5 BARS VERT. 4" THIC (2500 PSI) CONCRETE SLAB w/ FIBE MESH OR 6"/ 6" 10/l0 W WM OVER APOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FII 16'-0" RECESS SLAB 3-1/2" BELOW FINISH FLO01 T-11" 6'-10" F-1Li FTG O w 3 1/T STEP RECESS FORS G.D. lEol- 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL 0'-0. 16'-9'yell T-11'/z" TOP OF F— NON-BRG. WALL LL ------------- __ __ _._-__._ _ AHU LOCATED IN ATTIC II wID RIP PAN & DRAIN LINE a 1:2 STEP I 11 AHUi J a 11 L _ J i LL =- - JJ d M 15'-10'/ell n 3'-11'/," z ao I; o w o_g o GIRDER BYTRUSS CO / _- / F-3 __ CURB HEIGHT VA FTG o AROUND PERIMETERL`if.GARAGE 7) ........... Z / u. n / ■ O 7 O rL in W / 4" THICK (2500 PSI) CONCRETE SLAB W o W C4 a w/FIBERMESH OR6"/6"10/10WWM '. CD OVER VAPOR BARRIER ON CLEAN m W COMPACTED CHEMICALLY TREATED FILL , O � LL � U � m ■ rz ..,.SLOPE 1' � %'7 ■ ■ RECESS O.H.G.D.---_--­-� 16'-8" FOUNDATION PLAN SCALE : 114 1'-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 10„ 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. plifftid 4'-7" 1 HOSE BIBB T-11 EFTG II 1 ■ Iml J® ■Irj ■ ■ r Id a DW " • I li ~ A / 0 m °° 5 p u5 - J U I w Z I I; VLR II II _ _ - __-- __--+I II RYER 1 I WASHER LOCATION LOCATION ■ j C/L DW 241_11 %" C/L REF. 69 , C/L 3-11 rl �r LAV FTG II I v 11 / WC MAIN EGRESS DOOR A S II RECESS SLAB 1/2" ~� BELOW FINISH F OOR O ; " C/L 5-1/ LL LL d. v " TUB /SHOWER _ m p ■ ■ ■ ■ o jw�° 10 ■ 4� LL LLUU LL O Of O O m IN ■ z z 5 N LL, 0 F J o w U If FOOTING F-1 ® FOOTING F 1FRI 12"X 12" Cl lUCOLUMN - w/ (2) # B BARS (3 LOC TIONS) 4'-1" WALL ■ F-1 FTG WALL LL S-10" IS-2" ro SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY WHERE SHOWN ❑■ O N PLAN THERE I S A V L RT I CAL # 5 INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. (f'C = 3000 psi MINIMUM) 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACT OR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF p THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. DOWEL ROD E I AIR NOTES 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED IN ACCORDANCE WITH ASTM D-1557. FROM DOWN POUR LOCATIO 4S, DRILL 6" INTO CONCRETE 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER POLYETHYLENE VAPOR (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318. z n #5 REBAR b co All CONCRETE SLAB F. FLOOR FINISH GRADE gig Z 16" [}" (2) # 5 MINIMUM CONTINUOUS, N 3" COVER MIMIMUM. r F1 BEARING FOOTING SCALE: 1/2" = V-0" U) w_ 0-' FINISH FLOOR CONCRETE SLAB CV (2) # 5 REBAR CONTINUOUS 16" 2 INTERIOR STEP FTG. (NON-BRG.) SCALE: 1/2" = V-0" #5 REBAR Z II 7-5/8" CURB -4 CONCRETE SLAB FINISH GRADE Z_ — - fEl I a- (2) # 5 MINIMUM CONTINUOUS, 1611 3" COVER MIMIMUM. 4„ CURB SECTION F�SCALE: 1/ Z II #8 REBAR M CIO SLAB CONCRETE SLAB F. FLOOR Tzi 16" 4' (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. CF6' EXTERIOR STEP SCALE: 1/2" = 1'-O" CONCRETE FOUNDATION NOTES I)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" W v M � ;� qT o ® Z U M J Q Z W w ° w Lli LL Z w A LLI 0 li CIOM IL W �J°' J a 1n a - cc " o Q. Oam PROJECT' PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 FORMATIONA SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X 38'-0" AREA TABULATIONS LIVING AREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96,0 SQ. FT. BACK PORCH 928.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST'LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEET INDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION I DATE JANUARY29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM SHEET A104 Ib m N Em 6'-8" T-2" 12'-9" II&A T-11" 10'-0" T-2" 16"X 16"X"' 16"X 16"X8" BLOCK COLUMN dwl BLOCK COLUMN w/ (3) # 5 BARS VERT. (3) # 5 BARS VERT. 18'-01, 16" 13'4" 16" 24'-0" F q ♦ (tc®' / to _ \ 66I , \ RECESS SLAB 3-1/2" i I \ BELOW FINISH FLOOR I I L-6 , \ L \\ ♦ 31/2'S,EF\ I \\ I I r---\\---I---/-- I \ , I I i I I \ I I % r - - - I +TOP OF SLAB ♦ I / \ b \ I------------------ -- NON-BRG. WALL ------- --- -1-------------•- I \ 3.112" STEP I ♦\ -� I I i� J � I I ::... ...::- _: 3412" STEP / \ I I / O N. OO -— — — — — — — — — — — — — — — _ L i ♦ I L i-- L� v _ \ / \ IC/LCOLUMN C/LCOLUMN C/I. COLUMN O, -COLUMN I / \ RECESS SLAB 3-1/2" 12" X 12"CMU COLUMN w/ (2) # 5 EARS / �—� \ I (3 LocnnoNs) BELOW FINISH FLOOR / � I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ —. _ _ _ _ — _ _ _ BLOCK & LINTEL PLAN SCALE: 1 /4" = 1'-0" ❑ 8'-0" BEARING HT. ED9'-4" BEARING HT. 2'-10%"" FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) F 1 1/2" CLEAR x Ei C.M.U. U a ¢ $o GROUT Z • FIELD ADDED #5 REBAR @ BOTTOM • , (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH F = Flk.LED W/ GROUT, U = UNFILLED QUANTITY OF #5@ BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR @ TOP TYPE DESIGNATION • • • " ue 8F24 8F20 CROSS SECTIONS i I� NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 1O 16070 OHG DOOR 192" X 84" 84" 8'-0" 17'-4" 8F17-lB/lT 950 160 404 100 O2 SH-35 54-1/8" X 63" 80" 8'-0" 5'-4" 8F16-lB/lT 5365 1000 2290 250 O3068 OUT SWING 56" X 83" 83" 8'-0" 4'-6" (R) 8RF14-1811T 5206 500 2525 250 DOOR w/ 14" SIDELIGHT ® SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-1 B/1T 6113 920 2724 555 O SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-1B/1T 6113 920 2724 555 O SH-23 38" X 38-1/4" 80" 8'-0" 4'-6" 8F16-1B/1T 6113 620 2724 250 0 6068 GLASS SLIDING GLASS DOOR 74" X 79" 79" 8'-0" T-6" 8F16-lB/1T 2661 1000 1634 250 O8 SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-1B/lT 6113 1100 2724 960 O9 SH-H32 27-1/2" X 26" 80" 8'-0" T-6" 8F16-1B/lT 6113 160 3547 250 L-t OPENING AT COVERED ENTRY 96" TOB 6'-6" 8F16-lB/lT 3480 505 1880 450 L-z OPENING AT COVERED ENTRY 96" TOB T-6" 8F16-1B/1T 2661 160 1634 150 L-3 ❑ OPENING AT COVERED ENTRY 96 9-4 TOB 7-6' 8F16-1B/1T 2661 160 1634 150 L-a ❑ OPENING AT COVERED ENTRY 96" 9 4 TOB ' 6-6" 8F16-1B/1T 3480 505 1880 450 L-5 OPENING AT COVERED PORCH 80" TOB T-6" 8F16-lB/lT 2661 570 1880 630 L-6 OPENING AT COVERED PORCH 80" ToB 14'-8" 8F16-1B/lT 1370 160 519 1 150 L-7 OPENING AT COVERED PORCH 80" TOB T-6" 8F16-1B/lT 2661 570 1880 630 * * NOTE: OPTIONAL 8RF14 - 1 B/1 T IN LIEU OF COMPOSITE BEAM SHOWN Z'� Z® o O U M Z w 0 ® r I-- OLua u" W W C) O J L Nc~i�a o O d N F- 19 O a L PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 5W-0"X38'-0" AREA TABULATIONS LIVING AREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ, FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 -DETAILS A109 - DETAILS SHEET INFORMATION DATE JANUARY 29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM FEB 5 ?TP SHEET ________.---------------------- RonF PORCH __ ..-__PORCH 0' 1* RAY COLIMO �I MASTER B2®'REolo l j i., d°-0"Ntet`c�l:N0 1 W PLAY CEUR9 9 ' t12 x 12 LEI akTH j 9"COw' p0991N� R 'J nmInELIM r'WU.9"rToV4--- KITCHEN 10x10 - E 0,� 200cfi1T 6x6 191 c(m = > 10x10 J Tv - I 05cfin /4`' ( "10x11) 213cfm 131 Intl]r,-7,T- rolcf 7i)3 Cfr71 X 6 � n�1 ��i 200 f 9 2 m ,' �.r'`" _1A ' 14 rn-rursaltiNb -.�.. 6A6 r, H 55 0-n rr 0 - 4X14 li rr II '2 ?S 320cbrl II,,' 9, l' "li9 �1r� 10x10 Lill2,34 cfm '12 f'- 4 10X10� 4 1p 10 " ;1'/ 167 cfm . w — 18 " _1¢7 r.f rt 1 _ _ GREY a cReQMc ' „D © 37 cfm +,!?1 -14 x 14 18 FOYER 234 cfm I ' , ena¢� aaa�tra r€Mr.ee _ �Q� 2 v cUlIVITYVAD AH'4 LCGTED IMAPPIG i uw rac d oanlruurve_ GARAGE Fa' W11 OILING V P.Pd VA,'HRSID ENTRY/ FROW. PORCH 91-4 RAT Pi2aW -----------Z=-=L.----- ------ EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens100 cfm intermittent or Kitchens 25 cfm continuous Mechanical exhaust capacity of Bathrooms —Toilet Rooms 50 cfm intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 Us. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. NOTES: 1. MUST HAVE 4" CLEARANCE AROUND AHU. 2. ALL SUPPLYAIR DUCTWORK MUST BE ROUTED ATA MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS, 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 2" k 2" VTR JIL 3" VTR SHOWER L JL AIR WC GAP q�2 2" VTR 3„ 2" DW KS 3 q, NttAL WIES EQUIPMENT SCHEDULE Te the bastr cmy lnc.Irdge these dl EDPILKNSP 13SX1E036 FRANKUN 2 W _2 N? pions and specs do comply ath MAX FUSE-30 M.LA, 1813>VGLi-230 orplmable codes & 2014 Florida Building Cude,M.echanlwl AIR NNJDIIR ASP141014A NDMIML CFM- 1200 MCA SA VOLT-2311 3" Glerdl uulcukr6o,13 d'Pne using EnNgy LIGIEIN SPEED- InR 4 Gouga-- f5ght-J9 HEA -10rV1 Fir.A- 51.3 MAX, FUSE- 511 3„ Fighl=da is the Dutomoted versia,D OF - T0TAL. 911I 3S,090 the 9kh ed'Ibn of the ACCA Me rmol J. SEER RAiNG 16 L Fght_d®' icmpldns the awes of heating AHRI PTJ� FP47079 - and CDc411i0 dabgn Loutis and la thus _ TIIERMOSTAt- IMIDWELL PPO 6000 ueed I& Nzng reardent(ol WAE RLP LINFS- -1/0 / 3/8 EKI u PMae n4 Duct Pesign lone using Right DO 2„ - vera'loa Igl Iy fl II ILIVp; IIIJY - w CAIAIL BOMPLIES WITH F'BC M6LH 3Q1 12 gsol+e[ 1 uc rnrm! e! 3„ WC of the econd edhon. of theA -unm,,. {�aRu�eaxlorrn. Munual D For Rmdrnbal duct denall.. J " 11�+wos ions slm'ds ihasi, plans supatsede and void all sDX lm eIRIN :°.:wrm EnxRllx g^ TJravlDu$ -0Ian5 anrj spec ilicatiens� �, �, nciamcv,vm om+c. Duct & grillc locolons may Chun e due Fo owr'.e rayuesk or structrlrol 4 IumtoUnn s. ALL gFM'S ARE APPROXIMATE, ACNAL. c'.n?a5'I.N-0 CFM VNPIES UPON CURRENT STATIC PRESSURE GF HVAC Sr5FEM CONDLAILn HOUNNG OEPIMIL PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION, TUB 4" PLUMBING RISER NO SCALE C0 AIR HANDLER UNITS IN ATTICS ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (1829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (61 OMM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS: A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AIR HANDLING UNITS: AIR HANDLING UNITS SHALL BEALLOWED INATTICS IF THE FOLLOWING CONDITIONS ARE MET 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER, 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BE /N ALL CAPITALS. IN 16 POINT TYPE. WITH THE TITLE AND FIRST PARAGRAPH IN BOLD. NOTICE TO OWNER: A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THEA/R CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE /S PERFORMED. YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION ■ ® Z Uj Z M � O M ❑ Z Y♦ W W 0O W F- I- LL W W 0. W 0. rUU))a J 0_ J ® o~ N 1 O 0. am PROJECT I PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 A SINGLE FAMILY RESIDENCE q„ TOs MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X 38'-0" AREA TABULATIONS LIVING AREA 1376.0 SQ. FT. GARAGE 420.0 SQ, FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 -; HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS I SHEET INFORMATION I DATE JANUARY 29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1'-0" REVISIONS [ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 EMAIL: PWELCHINC@AOL.COM FEB 1 5 2018 58' 0„ 18, 0" 16' 0„ S✓� c3 c� 0 w w CA CJ3 cU �! h CJ5 y✓ F ME ERHANG 8'- VG CJ1 4 CJ3 V 2, 1/4" 2, „ CJ5 6 5' 1 114" m ,o m o m m , e®le ... / �;►w,elelelel�iei�lr�l� �®ie Ile��ll 1RON= ®/�► III►, i 'PAP �/1I►ILp�Lh��7J I'I I 011 0IIIIIIIIIIIIIIIIIIIIMmd tpo1 5���M�Id►Ir110 e���_ Lo D03 OJ1 in CA C 5 b CJ3 i� C CJ1 Lu U U W ZND Ills U +ZW9Y O11 �®��I■�IIL�wI` �1► fie '!' l ■IIII\��e � e!e ==1=!1 i„� i0/03 ,/ l l l I 1 / j ®I®I■I//�-1 1 ISMZ Li 0 0 w w w w w o u v BEi4 R/NG 20, 8„ 4, 0„ 16' 0„ 4' 2„ 13' 2" 58, 0„ TRUSS LAYOUT SCALE: 1/4" = V-0" NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIM SON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2O USE SIMPSON EPDXY STRONG TIE SYSTEM WIT 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) Q3 (2) HTSM16 WITH (8) 1/4"X 1-314" TITEN TITEN & (�6) 10d MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. ® (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. I CJ1 CJ3 EJ5 EJ5 EJ5 EJ5 EJ5 EJ5 04 EJ5 v EJ5 E.16 F ;5 C.:1.1 Lo 4) HATCH LEGEND 9'-4" A.F. F 8'-O" A.F. F TRUSS END DETAIL PLUMB CUT OVERHANG 6� 4-3/16" HEEL HEIGHT 12" CONTRACTOR: PORT ST PROPERTIES OWNER: REYES RESIDENCE NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 1 Od. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS 1RUSSMFGR: LAYOUT DATE: a/ / I v- CUT -SHEET DATE: 1 I ^ �� I b TRUSS — ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A07 1ST 2v 1)a (1) DETAL 20 2480 (18) 10d X 1-1/2" DOI Isr . 2ND 3Zp/_I (1) MGT 3965 (22) 1 Od & (1) 5/8" A.B. �2 VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 1 1 STRAP AT EACH END AND 24" O.C. ALI- OTHERS BEE ARING CBS EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING uj s LLJ M ^� Z-® J Q Z J �w ❑ LLI w o w UJ LL w Lu O W U o H. " PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE TBD PLAN DIMENSIONS 58'-0"X38'--O" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEET INDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103- ELECTRICAL PLAN A164- FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE JANUARY29, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH PE. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINCQAOL.COM / FEB 1 5 2010 SHEET 0 0 0 0 0 0 N lb HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 0 Z 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER z w (TYPICAL) 0- 0 0_ O -1 p ry 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 0 CV . GARAGE FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2"X6"OR2"X8"P.T w/3/16"X3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8 WASHERS. (STAGGER GRAIN) BATT INSULATION TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1.1/2' X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ Z-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE ZFGVIq 9+ 3 PRE-ENGINEERED RO F TRUSSES @ 24" O.C. COVE ED BY 19/32" 4 PLY C PLYWOOD (SEE NAI ING DETAIL) SIMPSON STRAP PER SCH. CONT. GAI.V. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIl PER DETAIL TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (3) # 5 VERTICAL DOWELS w/ 30 LAP SPLICE FROM ROOTER ( SEE FOUND, NTION PLAN 1 l FOR SIZE & SPACING J 12 6[ 1 �8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE EXTERIOR CEILING TO BE STUCCO OVER WIRELATH wl 11GA. 2" NAILS w/ 3/8" DIA HEAD @ 6" O.C. OVER 3/8" MF-TAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) TEXTURED STUCCO FINISH 16" X 16" X 8" CONCRETE BLOCK COLUMN R FOUNDATION PLAN DOTING F-1 Il li L i`.J. 1 _1 n 'n 41 _ ... I 1111E �_�1�1111 Ill f _ 1 PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE \ �\ o (TYPICAL GENERIC ROOF PLAN "PLAN VIE ROOF SHEATHING ATTACHMENT REQ ZONE 1� NAILS AT 6" O.C. PERIMETER AN ") A = 5 FEET IREMENTS 6" O.C. FIELD Z 2 . a ZONE Q2 NAILS AT 6" O.C. PERIMETER AN 6" O.C. FIELD ZONE ® NAILS AT 4" O.C. PERIMETER AN 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" TF ICK CDX PLYWOOD ROOF SHEATHING FASTE14ED TO ROOF FRAMING WITH 8d RING-SHAN SPACED < NAILS (PER FRC803.2.3.1) PER ONE DESIGNATIONS AS SHOWN AB O E. T - I, E EAVE ROOF SHEATHING NAILING ZONE 2XPT BLOCKING @ COLUMN 9'-4" FROM FINISHED FLOOR 12 �6 EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) STUCCO FINISH 4 a e PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS &FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) CONC, FILLED CELLS. STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC.. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) FOOTING PER PLAN 12" X 12" PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 2 X 4 SPRUCE OR BETTER LATERAL BRACE AT CENTER FASTENED TO VALLEY TRUSS _ AND TWO TRUSSES BACK WITH (2) 16d NAILS EACH pev°b 15/1-0 09 � Y _ ROOFING/UNDERLAYMENT/ - SHEATHING PER TYPICAL WALL SECTION ALUM. DRIP EDGE OVER 1X2 P.T. / 2X6 PRE -PRIMED SPRUCE FASCIA ).l / SOFFIT PER PLAN 2X4 LADDER FRAMING AT 12 /'INCHES O.C. l / VALLEY TRUSS BY TRUSS COMPANY ATTACHED TRUSS BELOW PER TRUSS CONNECTOR `SCHEDULE STUCCO/WIRELATH/VAPOR BARRIER / SHEATHING PER. STRUCTURAL NOTE # 13, SHEET A100 METAL FLASHING / ROOFING / UNDERLAYMENT / \1 SHEATHING PER TYPICAL WALL q SECTION I CEILING PER PLAN jw TRUSS BY TRUSS COMPANY I BOSTON HIP DETAJL nts... 0 TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE W Cry ZZMo J Q Z a Fn W Q> o p: N Z LL. w Ld 6 a w/ � V O ii � W 3: ®. �(~nEL o c "o n. Oom PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X3X-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128,0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. aHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION' DATE JANUARY29, 2016 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW 81LTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM EAVE ROOF SHEATHING NAILING ZONE 2XPT BLOCKING @ COLUMN 9'-4" FROM FINISHED FLOOR 12 �6 EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) STUCCO FINISH 4 a e PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS &FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) CONC, FILLED CELLS. STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC.. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) FOOTING PER PLAN 12" X 12" PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 2 X 4 SPRUCE OR BETTER LATERAL BRACE AT CENTER FASTENED TO VALLEY TRUSS _ AND TWO TRUSSES BACK WITH (2) 16d NAILS EACH pev°b 15/1-0 09 � Y _ ROOFING/UNDERLAYMENT/ - SHEATHING PER TYPICAL WALL SECTION ALUM. DRIP EDGE OVER 1X2 P.T. / 2X6 PRE -PRIMED SPRUCE FASCIA ).l / SOFFIT PER PLAN 2X4 LADDER FRAMING AT 12 /'INCHES O.C. l / VALLEY TRUSS BY TRUSS COMPANY ATTACHED TRUSS BELOW PER TRUSS CONNECTOR `SCHEDULE STUCCO/WIRELATH/VAPOR BARRIER / SHEATHING PER. STRUCTURAL NOTE # 13, SHEET A100 METAL FLASHING / ROOFING / UNDERLAYMENT / \1 SHEATHING PER TYPICAL WALL q SECTION I CEILING PER PLAN jw TRUSS BY TRUSS COMPANY I BOSTON HIP DETAJL nts... 0 TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE W Cry ZZMo J Q Z a Fn W Q> o p: N Z LL. w Ld 6 a w/ � V O ii � W 3: ®. �(~nEL o c "o n. Oom PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X3X-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128,0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. aHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION' DATE JANUARY29, 2016 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW 81LTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM CMU W (SEE W/ CORROf PERK APPLY PE BETWEE (SEE VN FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" RT WOOD FURRING ALL (3) SIDES SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENE D COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY N STRICT ACCORDANCE WITH MANUFACTU E'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK_DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYw/MIN. 1-114"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: PRECAST CONCRETE WIND RESISTANT LUSH SILL AS MANUFACTURED BY CAST-CRETE ( R EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 GG FILLED CELL AT JAMB BLOCK (TYPICAL) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUO WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUC S IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIRE ENT: DOOR BUCK DETAIL STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR DOOR BUCK DE NO SCALE NOTE TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, NOTE FILLED CELL AT JAMB BLOCK (TYPICAL) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" P.T. w/ 3116" TAPCONS 1-114"MIN. EMB. 4112"O.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. N NDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9.NTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL, CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 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 MANUFACTURE'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 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIORAIR SEALAROUND THE ENTIRE PERIMETER. W M � Z Z�°. M � p > Q Z V♦ Lj a o f- LL W Z W a O � = 0.0' U I J it J a r' U) O-. O F �F , OL " O O no L PROJECT PROPOSED REYES RESIDENCE 5604 SEAGRAPE DRIVE FORT PIERCE FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X 38'-O" AREA TABULATIONS LIVING AREA 1376.0 SQ. FT. GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE JANUARY29, 2018 BRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1'-O" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM f / FEB 1 5 2M SHEET 1 1.11-TUTY IPAV AJC CON11 4 Eff B,&7H 6x6 105 dim s&� 5;cfrn SU-23 / P13FIEGS 5'-1- PLAY 001.I aw / T-EMP, 9 I — — — ®0N04 VA TF.EDCV I U- 14r FLAT NLUMG all 10x10 , -- - -- - --- ----- 4„ 191cfm 10x10 �10 1030 � � 213 eft 9 I 8„ I I 24x1$ 703 cEll 14 I n I- - - - - - -- W II ---- 14 x 14 III 320 9 1Ox10 L- -- 12" T 10 " T 167 cfm d 10 x 10 ORES d 18 ---- 1SZCfirn----- -- R�Yc®�---- — — — —— SL PIS MOD& MON BF- TO W-C � 37 CiCTI I I I I F YFZR I I I I AHU L ATER IMATTIG w/ DAP O?NA & DRAIN] LONE GAR -AGE w-u° nA-r Cali. VC V,P.P,) 4M 9COL. I I ;DO I I I I � I I I VERED ANTRY D FIBRIN PLAY J:IOU I I I I I I - - - 4 - - - - - - - - -11--- 1~ ------------------ 11-I-99 / I€ORMS �\ 10x10 4 " 10 234 cfm s14e / Rs / COL GENERAL NQ7ES To [hp, b�-sE of my kngwl edqe these pl ons and specs do comply with all o pp Ii Do bl e codes & 2 H 14 EI Drid ❑ Bu it di nq Co 0 ec ho ni ca I_ Energy c DI Du lofion5 done u5in4g Erie rqy Co ugo— FI oRe�;201 D & -Rig ht—J& R iq ht—J® is the autn ma ted version of Ehe 81h ed ii io n of the KC , Mo nu of � R iq ht—J® cam pute5 the sizes of he DE inq ❑ nd cooling d e51 gn IQod5 and is Thus used for sizing nesi de nh o I HVAG eq up me nF Duct Design don p using Ri gh f—DO R iq ht— D® 15 the mi crgcgm pu Ee r version of the second edi h un of the ACCA Ma nuo I D far Re5id entical duct d esl gn . Th use pl a no su porsodo an d void a II previ Du s plans Q nd svifi Ggtlons, Duct & grille locotians may eh an Ut du P EG ow ne r' s r�qu55t or sEructurol li mi Cation N. ALL CFM'G ARE APPROXIMATE, ACTUAL CFN VARIES UPON CURRENT S7ATI C PRESSURE OF HVAC SYSTEM EQUIPMENT SCHEDULE CDNDENSER— GSX160313 FRANKLIN MAX FU 5E— J N M E .A —18_6 VOLT-2H AIR HANDLER— ASPT41 D 14A N DMI ML C FM-12 00 M C A. —5.IS VOLT—= MOTOR SPE ED— TAP 4 H EAT-10KA M C,A— 51,5 MAX FUSE— 50 TOTAL 07U— 35�OH0 SEER RVINC — 16 AHRI REF-- B242075 THERMOSTAT- HONEYWELL PRO 6000 REF LINES - 7/8 / 3/8 DETAIL COMPLIES WITH FBC M ECH 301.12 DIkONNEU A CIRtCIr 4 BREAKER L04MO, Or , N UNIT TIE MWN: ELEMRML CONTR=1A 22 Gnk 1-1 I, WOE METAL Sl S ' CDNfNDL WIRINCa - 1 APPRMD `GR NFOWR UZ s MTH WrLON "WIPE —LIES" r P07RICEPANF PiPNC: LL 1 SERVICE V,�LVES EXT CRC ID, LNfr va — EMPNENr 5Y"111 "AB; BY CENERCL CONrNCLTMR CONDIEN LIR MDJN-flNG MAIL v A ce v v cn m m —a a) � V_ I CA c- o Qp 00 ca a �D v co O -u c0 ® °' 0 cmUl x rn e♦cl -® iv N �• tr e•i 371 > o n� m 0 0 0' N O f T l I I o :3 �+ c N N � W m C < 0 %-I -06 M o o (o00 '• .. C4 Z -v c� 0 � 70 ry C7 O F.. :CJ V m .(7 Fri V/ ^Z l J r 0 1 �l 0 D� nw zo LOT 39 BLOCK 54 FFE=17.91 SEPTIC > 75' NO INTERFERENCE m r r- SEAGRAPE DRIVE 60' R/W — 20' ASPHALT ROAD SITE BENCHMARK PAINTED "X" /—ELEV= 17.13 NAVD 1988 fJdl&; Gul"I ll i DCA � j^ �a Ln i19 cn '' nn Ir.IV \(.n Id\t a IM�ey V 1L�`. 15.te of .� u --4 PRC O n a,1 0 500 SF ` O PQ - 750 SF UP al IV ELEV cw N O O V ,sueNOQ•O � 5 S ` lea,! z NFIEND c6�c TRUCTED - PROPOSED 4=18.13 DRIVE lkt 'f i �e� r _SEPTIC {' 1411 - TANKL e99 L PLr �W -P r �q v w�5 20.67I10' COVERED N co It - ENTRY • 3.17 0 24.17' 90 LOT 18 BLOCK 54 0 1- PROPOSED RESIDENCE �� ��� FFE=19.80 o m Mac: ■ - t r tr s�att 58.00' I'la o ,� COVERED go N t PORCH o 01 ' 'tea( ��lvf 16.00' o 0 G t CC) -T-1 O cn < V c X 00 Z-p� 1 00 rib) -�> mo) Zvi �� vz 0N, - , pN m C- 0� ;a 0 ;7 _, R rr z cn 9) O O _ c0 y1 1� b*02 19 E 4s. w O 0 Ig,� /t e L(q l l IM I I J N to Ott, �� Ul �I 0 � t v o� O O --- V V v) z O 0 -. r � OCCN— � n 4�)A `1. C 80. ' C 80.0 ' P LOT 38 BLOCK 54 VACANT 1280.41'(M) 1280.00 tP) p m z `'6o m ®no -uX m Z1 00 rnrn Wz mcn c-5* c- mo 0 z z r 0 m°po m�� r cn WS i� n at s b zoo testa tla6 A-'41- . \ l.- 25vo p� i �dwcs• Wj Jae --- DNA 13LoG\� `I• JQV 14',-17° 25D, pri cvv G z M V SEPTIC & DRAINFIELD AREA S/TI PA UL WELCH INC. Meci-mNJCAL ELECTmCAL C/VIL ENG/NEERING f 984 S. W. Bn TMGRE ST. SU/TE # 114 PORTSAINTLucf., FL 34984 PAUL WELCH, P.E. FLA REG No. 29945 1-;�kxlti. A,41L LOT 37 BLOCK 54 FFE=18.58 0(n WELL > 75' >zu NO INTERFERENCE Din m r� 30 15 0 co —I>=(n0 -v —i m r- r m n 0 • 0 m�> m —I —I (� 9: rn c � om—�� 17� 0 0CA-nw00 r m — m0c V >z n —® ' �1,\) /� V I C 0��—i�� C z--Am00r rn -<mo>OT.� .. -Ti -0m0 rC000n� 0w X r — 0 0( -00 z I o -- Z • �— m-100•• O � >00 iC7 A!1=z o0m:;u m0—i� r N —� 0 N 30 00 > GRAPHIC SCALE IN FEET SCALE: 1 " = 30' Ot I �' 1� Ili 11��u NT° ,�--- 1'v-e pa 5e b 'ev- P a'f 1« Ltr1' t> r?-,k t �, p^ v rL*VJ I�IAC� 2 1 2018 - -4- bR0taaA om Ivvw� rn Z Z r