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HomeMy WebLinkAboutAPPROVED FDOH House PlansGENERAL NOTES 7702 HIBISCUS RD FT. PIERCE FL. 34951 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. PLAN SHEET INDEX COVER SHEET SHEET FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK & TIE BEAM SHEET 6 HVAC & PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEETIO N/A SHEET 11 N/A PLAN SHEET INDEX Digitally signed by Paul Welch Date: 2021.08.10 09045:29-04'00' PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL : (772) 33&0050 CONSTRUCTION OFFICE: (772) 24M089 .PSLPROP COS' DESIGN CERTIFICATION FOR WIND LOAD COMPLIAPJCE PROJECTNAME: PROPOSED COOPER RESIDENCE OCCUPANCYTYPE: ,R STREETADDRESS : 7702 HIBISCUS RD, LAKEWOOD PARK, FT PIERCE, FL CONSTRUCTION TYPE: V PERMIT NUMBER : CERTIFICATION STATEMENT: CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY, I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS, DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 - 16 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING 3. RISK CATEGORY : 1- II X III - IV _ EXPOSURE CATEGORY: B _ C X D 4, DESIGN WIND VELOCITY: 160 MPH 124 ASO NIA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 20'5 ZONE 2: + 20'5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE: + 30.1 32.5 54.9 80.7 38.5 47.6 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY' NSA PSF DOCK: NZA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • NIA PLF / CONCENTRATED 8, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (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 AS WITNESSED BY MY SEAL , I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH SR., P.E. CERT # & CO. CERT AUTH. 29945 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # 5co- sp- 935op Well #C�a� Date: REvll v o>r�j� u PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 PLAN INF012MA1 ION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'-8"X 57'-0" AREA TABULATIONS LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 1799 SQUARE FEET 388 SQUARE FEET 45 SQUARE FEET 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TF,KE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SQ. FT. ST LUCIE COUNTY, FLORIDA PLANNING &DEVELOPMENT SERVICES DEPARTMENT BUILDING &REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERSNAME: COOPER RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUF^,CTURER 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 1-714" MIN. EMBED TAPCONS AT 2" / 18" O.C. WINDOWS N/A N/A N VA N/A N/A N/A N/A MULLIONS 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 SEE ELEVATIONS +/- 55.0 INS 120 / 130 / 140 FL# 22401.3 IMPACT (2 ROWS) 1/4"XT6111 MIN. EMBED TAPCONS AT 6" / i6" O.C. SWING TYPE DOORS N/A N/A rTH"ERMATRU N/A N/A N/A N/A FRENCH DOORS SEE ELEVATIONS + / - 50 SMOOTH STAR FL # 20468.9 IMPACT 1/4"X1-1/4" MIN. EMBED TAPCONS AT 6";14"O.C. AND 3" & 7" EACH SIDE OF MEETING POINTTOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 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 OF VENTILATION -54.9 -180 TAMCO COOL RIDGE FL # 4103.1 N/A FASTEN USING MIN. 0.125L SHANK CIA, MIN. 0.410" HEAD DIA, MIN, 2.5' LONG CORROSION RESISTANT ROOFING NAILS SPACED 24" O.C, EITHER SIDE OF THE RIDGE SLOT, UNDERLAYMENT N/A N/q SOPREMA, INC. RESISTO LB1236 FL # 2569.1 N/A APPLY DIRECTLY TO THE ROOF DECK. DO NOT APPLY TO SHINGLES OR OTHER ROOF COVERINGS. START AT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3' MIN. AMD ENDLAPS 3" MIN. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES, REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLL AND APPLY PRESSURE. _ ROOFING MATERIALS 160 194 OWENS CORNING ARCH. ASPHALT SHINGLE FL# 10674.1 NIA FASTENERS FORASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESSSTEEL,ALUMINUMORC WITHAPPER MINIMUM 318NAIIN MINIMUM 12 GAUGE HEAD, F 16SHANK WITHTH TOPENSIBINCHHROU DIAMETER HEAD, ASTM F 18ND OF I LENGTH IN PENETRATE THROUGH THE ROOFING MATERIALS ANDAMINIMUM 3/41NCH (i9MM) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 314 INCH (19MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 16B7 IS PER SHINGLE) 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 CURRENT CODE PROVISIONS, ME: PAUL WELCH SR, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 POR1 S1 LUCID PROP�RII�S, INC. PROJECT NAME PROPOSED COOPER RESIDENCE P R O J E C T ADDRESS 7702 HIBISCUS RD LAKEWOOD PARK FT. PIERCE, FL 34951 5 H E ET TITLE : COVER PAGE DATE 04/23/2021 GARAGE SIDE LEFT EXPOSURE 160C MODEL KEY LARGO J❑B NUMBER 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFYALL 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) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVYTERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 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) THEBUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR 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 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 8E HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BEHIGH-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 FORALL 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 FORALL 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, DITIONAL NOTES 1) INTERIOR TO BE %"DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'/:" THICK WITH (13 GAGE, 1 3/8" LONG, 19/84" HEAD ; 0.098"DIAMETER, 1 '/." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" 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 13251 C 11783 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) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE 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 38, C 79, C 475, C 514, C 630, C 9311 C 960, C 10021 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, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOTTO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 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 REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 %"SUSPENDED SLABS: 1 %" 6) LAP ALL REINFORCING STEEL 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 I5 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. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM, 13) EXTERIOR FRAME WALLS TO 8E STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS WITH 3/8" 0 HEAD @ fi" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX 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, ENGINEER PAUL WELCH INC. MECHANICAL � ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@ADL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 4 ro l�9 UTILITY SLAB FPLMETER AC HOSE BIBB 0 w N W LU 3 O h 0 SH-25/EGRESS BEDROOM # 3 8'-l" FLAT CEILING 7.10" 6068 / BF CLOSET ROD & SHELF U L 24" `4 BEDROOM #2 8'-l" FLAT CEILING N 81-1" BEARING WALL AND HEADER W.H. W1 DRIP PAN m &DRAIN LINE H LU m G SM 16"Xall BLOCK OF N H. BIBB COLUM -r SH-25 /EGRESS ® ❑ ❑ PRECASTLINTEL ❑ ❑ PRECASTLINTEL BEDROOM #4 B'-1" FLAT CEILING 5068 / BF CLOSET ROD & SHELF D 1 II W W �W u� m w m O a1 L) $ UTILITY RM, 8'-1" FLAT CEILING a m :- HEADER o LL AHU 0 ¢ 0 2" CURB N PROTECTION PROTECTION POST W r -PeST - - - - ---r--------- y2-1/2"X 54" K I ATTIC ACCESS (PUIIL DN. STAIRS) ELECT. PANEL I •----------- 3 I I rn LIGHTATT/C STORAGE Q o I N I I GARAGE e1-1" FLAT CEILING A. -------Flll, L_-_- - - - - - - - J 3/4" FURRING STRIPS AND 1/2" DRYWALL (TYPICAL) i i PORT ST OPYRIIE T2021 TIES CDPYROREVIS KEY LARGO REVISED i FLOOR PLAN SCALE : 1 /4" = V41 COVERED PORCH 8'-1" FLAT CEILING 6'-2° 3-1/2' STEP 6068 SGD DINING ROOM 8'-110VAULTED m — — — — — — — APEX OF VAULT 120 MIN. FIRE RATED -1" BEARING WALL SH-25 / TEMP. IGRANITELEOGE ® ID DOUBLE SINK KITCHEN V-1" VAULTED 34-1/2" HIGH KNEE WALL 36" HIGH BAR 4 6'-7„ GREAT ROOM V-1" VAULTED FOYER 81-1" VAULTED 6068/ 1 LITE/ IMPACT I O Rl lElo p Oyy I 3-112"STEP SH-25 I h 1z"x1z"I" ENTRY a 10-1" FLAT CEILING ° BLOCK COLUMN ' + - PRECASTLINTEL fiff 55'-6" w/ H(OD O :0 0 SH-H32 o 0 I � REF, 3 3H-25 0 i� 12" X BLOCK COLUMN 6,-1" "X18"Xall BLOCK COLUMN HOSE M.BATa F� o 8'-1" FLAT CEILING 'd �d C 9' Fo CLOSET 221/2X30" 2, 7-ACCES$ 4'5, r— — — — — —' I I I MASTER BEDROOM 1 V-1" FLAT CEILING I 9'-1" COFFER CEILING o CID I I I I I I L SH-25/ RESS J UTILITY 4 -0" AC Y in r FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # Well # 3 Date:4, Reviewer: ELEVATION TOF SCALE: 1/8" I'-011 PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN, SCHEDULE) FIBERGLASS SHINGLE ROOF OVER UNDERLAYMENT CONT, ALUMN, MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONIC, VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN l FOR SIZE & SPACING �0'-0" TOP OF SLAB `Y GRADE— 4" PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 8V-8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE, LIVING AREA VOLUME: 14,793.28 SQ. FT. LEI 3/2021 411=1'-011 LEFT EXPOSURE:160C MODEL: LARGO INSULATION Illull I'l1l2" DRYWALL @ CEILING € (TYPICAL) 8" X 8" BEAM BLK. 01. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL ..I 8" PRECAST LINTELS 0� W/ (1) # 5 BAR FOR ALL p �.0111 DOOR AND WINDOW OPENINGS ULL & FILLED W/ 3000 PSI CONCRETE p _ W 1"X 2" P.T. FURRING STRIPSbo @ 16" O.C. WITH FI-FOIL z Ir INSULATION 1/2" DRYWALL [fillg (TYPICAL) LL Ill 8" CONCRETE BLOCKS - —T WOOD BASE BOARDS Il:) 4" CONC. SLAB (MIN. 2500 PSI) I(G w/ 6 X 6 10/10 WWM OR FIBERMESH Ir p- — - — - — - — - — - 11 ,� D D TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE ENGINEER PAUL WELCH INC. MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 A. Al Hu. 24445 • i e l su a ,u i,e X 6" PRIMED & PAINTED 'S SPRUCE x 22" SCREENED NTS AT 72" O.C. 1CCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/811 HEAD DIA, AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) W W I N 01 ®F 10 +/-18'-10"TORIDGE ______________-_ M.R.H.+/-13'-5" -- --------- 7:G RIDGE VENT BRG. HT 8'-1" OPENING I.D. OPENING I.D. OPENINNG I.D. 0 I FRONT ELEVATION I Ly1 8E 3 I 3 I SCALE: 1/4" = 1'-0" 7 L.F. RIDGE VENT !8 02 RIGHT ELEVATION SCALE : 1/4" = 1'-0" 0 OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. rn OPENING I.D. OPENING I.D. G F E D Cl L�^■ . J¢ ■ 11 m 1I A31 \ �E 1I 31 F.F,E. 0'-0"_ _F.F.E. 0'-0_ 03 REAR ELEVATION CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396/300= 7.9867 REQUIRED VENTILATION 212.0 LINEAR FEET OF 6" X 22"VENTS @ 48" O.C, = 48.58333 24.3 SQUARE FEET AVAILABLE FOR CROSS VENTILATION, 24.3 SQUARE FEET > 8 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (a) 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC OF REQUIRED VENTING A5 PER FRC 806.2 EX #2 7.987 X 40 % = 3.195 SQ. FT OF RIDGE VENT 7.987 X 50% = 3.993 SQ, FT OF RIDGE VENT RIDGE VENT 26' LINEAR FEET OF COOL RIDGE VENT PROVIDE 26 LF OF RIDGE VENT PORt S1 LUCK PROP�RiI�S, INC. ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA INTERIOR ZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF 0 15 +35A PSF -38.5 PSF +35A PSF -47A PSF 0 20 +35.3 PSF -38A PSF +35.3 PSF -47.2 PSF 4Q 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF 0 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF s 35 +35A PSF -38A PSF +35.1 PSF -46.7 PSF 0 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 0 110 N/A N/A +30A PSF -33.6 PSF 1 DESIGN PRESSURES PER ASCE 7-10 H Z EXPOSURE 160-C DATE 04 / 23 / 2021 GARAGE SIDE LEFT EXPOSURE : 160C MODEL KEY LARGO JOB NUMBER 14 L.F. RIDGE VENT 12 �6 BRG. HT. 8'-1" 04 LEFT ELEVATION ENGINEER PAUL WELCH INC. EMAIL: MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 .a4 3T:APEG� ,4 02 OF 10 DATE 04 / 23 / 2021 GARAGE SIDE LEFT EXPOSURE : 160C MODEL KEY LARGO JOB NUMBER 14 L.F. RIDGE VENT 12 �6 BRG. HT. 8'-1" 04 LEFT ELEVATION ENGINEER PAUL WELCH INC. EMAIL: MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 .a4 3T:APEG� ,4 02 OF 10 ((� SD/CO I O �- I VTR ® 6-112" WAI I _ D --FiN GFI � Wo NQ AHU�� PROTECTION WP/GFI POSTr—�-------- -� Y GEN, SWITCH I / ATTIC ACCESsY I I FPL METER - I / `J-; ELECT. PANEL I I S lJ 0 I I I O I II z GFI U I i W ; w O m � I � 1 I I I_ I I ELECTRICAL PLAN SCALE: 1 /4" = 1' GFI - QFIDW OLl O QFI -- 6Fh 'DOUBLE SINK O` w/DISP. . SD%/ \} / \ RANGE J S SDICOJ w/ HOOD V` APEX OF VAULT REF. ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFIOUTLET QP 3-WAY SWITCH $s SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES PUSH BUTTON ❑O ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPIGFI SERVICE PANEL m 110V OUTLET Gp SERVICE METER r"7 CEILING FAN 220V OUTLET LIGHT FIXTURE \ L J 4-PLEX OUTLET a� WALL MOUNTED }1C x SWITCHED OUTLET LIGHT FIXTURE \\JL SPECIAL PURPOSE ® LIGHT FIXTURE r \ w/PULL SWITCH itPJ CEILING FAN w/LIGHT JUNCTION BOX ❑J RECESSED LIGHT A/C DISCONNECT fl VAPOR PROOF P,41 x PHONE OUTLET? RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET GEC �V�' DISK LIGHT `DJ SCONCE PREWIRE 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 PORE S1 LUCID PROP�RII�S, INC. ELECTRICAL LOAD CALCULATIONS PER NEC 1 1799 SQ. FT AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 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: 40597 VA FIRST 10 KW @ 100% REMAINDER al40% TOTAL : A/C HEAT na 100% TOTAL ; 32238.8 = 134.33AMPS USE 150 AMP SERVICE. 240 10000 12238.8 2223848 10000 32238,8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL 8E IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 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 fi) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOM5, 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. 3 # 1/0 IN 2" C ELECT. SERVICE „EP„ O150 120/240V M 2 1 1c MBR 150A MLO 3#1/0,#6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, ��/ CWPAND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE PROJECT NAME PROPOSED COOPER RESIDENCE DATE 06/02/2021 ENGINEER PA IJ L WELCH I N C MECHANICAL I ELECTRICAL f A103 PROJECT AD D R E 5 S 7702 HIBISCUS RD LAKEWOOD PARK GARAGE 51 D E LEFT CIVIL ENGINEERING =' t �� Hd" x�l5�ls W 7 1984 SW BILTMORE ST., SUITE # 114 FT. PIERCE, FL 34951 EXP ❑ 5 U R E : 160 C PORT SAINT LUCIE, FL 34984 y �t4 u*fA6E rr 0 PHONE: (772) 785-9888 ry"a,+;±�,.,©�q,9?;.'�„ 5 H E ET TITLE : ELECTRICAL PAGE M ❑DEL : KEY LARGO EMAIL: PWELCHINC@AOL.COM ��ik444 c ,u' �] n PAUL WELCH P.E. {i [JOEI NUMBER FLORIDA REGISTRATION NO, 29945 OTMEE A=a v ��9 vm0 pmz0 zzm Z W :r UTILITY SLAB 4" 4'-1" 4'-011 3'-10" 4'-9" 9p-7"1 11�11 10,-2„ 16" X 8" 16" X 16" X 8" BLOCK BLOCK U COLUMN H. BIBB 7,-1" G jCO3- �=�L 1 VTR ®5-112"WALL 8'-1" BEARING WALL AND HEADER17'-2"IND LL-------=--- ---- - --- I7 �-- - -NNN, - IAHU 1 II3-U2"STEPA/C CHASE L�'_ = .-'�3J BY PLUMBER 2" CURBPROTECTION BEYOND WALLPOST 8'-3"EECT,PANEL 18-5%"18'-3%" 17IN NN Uj dOsF3TINNIN CUR13HEIGHTVARIFSAROUND NNNN-rPERIMETER OF GARAGE FOUNDATION PLAN SCALE: 1/4" = 1'-0" DI12' X 1 P" FOUNDATION PLAN SCALE: 1/4" = 1'-0" DI12' X 1 P" s- � BEARING WALL TIN 0 EPA 0'-0"TOP OF SLAB MAINEGRESS OOR 342"STEP NFOOTER If ­F-1 RECESS SLAB 3-1/2"BELOW FINISH FLOOR 0110 4"THICK (2500 P51)CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL 12"BLOCK COLUI 3'-10"14 P_1 y" All NC 111111111 BuyILE�'i 13 a REF 5'-2„ 2'11Y=" HOSE BIBB --TILED SHOWER in Z#5 REBAR 4CONCRETE SLAB 11 F. FLOOR FINISH GRADE - - LCoZ411(2) # 5 MINIMUM CONTINUOUS, N16" 3" COVER MIMIMUM. BEARING FOOTING SCALE: 1/2" = 1'-0" +#5 REBAR 7-5/8" CURB o#5 REBAR MCONCRETE SLABo4" FINNI INISH GRADE CONCRETE SLAB NNNNNNNN�NNNN—Z CONCRETE SF. FLOORi <V(2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4"CURB SECTIONSCALE: 1/2= 1'-0" #5REBAR CURB �(2) # 5 MINIMUM CONTINUOUS, 1611 43" COVER MIMIMUM. EXTERIOR STEP SCALE: 1/2"1'-0" RECE @ SHOWER VARIES FINISH FLOOR GRADE00 to 18(2) # 5 MINIMUM CONTINUOUS, 163" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = 1'-0" FINISHED FLO (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. DATE 06 / 02 12021SCALE 1All 1'-0"GARAGE SIDE LEFTEXP❑SURE160CM ❑ D E L KEY LARGONNi JOB NUMBER �11=11_1if= 16INTERIOR BRG. FTG. (STE SCALE: 1/2"1'-0" ENGINEER PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINCQAOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29946 SLAB '+ Al 04 4't sxarE CF F`° I - Sk3MAkt` 'it N 3 i i _____________________ ,I i 1 I ' I L_g L-5 I O I 0 L-4 4 8" 6'-2" 4'-5%" 3'-2" 6'-0%" I ® I � � I I I I I , I I I I I I I � , 12'-3'/a" 7'-1 Ys" i I I I J ' I � I O O I I 1 I I I I I I , m 1 I j N I I I I I v � o I O2 81-111 BRG. W9L w/HEADER PIAOVE 3.12' STEP I I II I I I I I 0 i c I I II m I , I I I oO I II ' I I I 13 112 11 ' I I . , e 9-12' STEP ` i' I 1 � I I I I I I � L�1 I i • I I I I I I I i I ' I 16lee '-0" 1'-7" 1'-5Y" 3'-2" 3'-10" 5141 3'-10" 3'-2" 6'-11'/:" 3'-2" 5'-6" BLOCK &LINTEL PLAN POR1 ST LUCK PROP�RiI�S, INC. i■i i■i 8F28 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRc:Iu I TEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) 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 O 16070 OHG DOOR 19211 X 8411 8411 81.111 IT41 8F16-1B/1T 950 200 404 100 O2 SH-25 3811X6311 8111 81-1" 41-6" SF16-1BMT 6113 200 2724 100 O3 SH-25 3811 X 6311 81'1 81-111 4'-6" SF16-1 B/1 T 6113 200 2724 100 ® SH-25 3811X6311 gill gl_1" 4'-611 8F16-1B/1T 6113 200 2724 100 O SH-25 3811X6311 gill 81-1" 41=611 8F16-1B/1T 6113 1250 2724 750 © SH-25 3811 X 6311 8111 8'-111 4141 8F16-1BMT 6113 750 2724 300 O 6068 7411X7911 7911 81-111 71-611 8F16-1B/1T 2661 1300 1634 600 S.G.D. ® SH-23 38"X38-3/8" gill 81_111 4'-611 8F16-1B/1T 6113 2900 2724 1600 0 SH-H32 26-1/2"X26" 8111 8'-111 4'-611 8F16-1B/1T 6113 550 2724 300 10 SH-25 3811 X 6311 811' 81-1" 4141 8F16-1 B/1T 6113 100 2724 100 11 SH-25 3811 X 6311 8111 81.11' 4141 8F16-1B/1T 6113 550 2724 300 12 6068 7411 X 7911 79" 8'-1" 7141 8RF14-1 B/1 T 2459 550 1462 250 FRENCH PATIO DOORS 13 SH-25 38" X 63" gill 8'-1" 4'-6" 8F16-1 B/1T 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY 8111 81-111 TOP OF BEAM 9'-4" 8F16-18/1T 1843 250 1133 100 L_2 OPENING AT COVERED ENTRY Bill 8'-1 41.6" BF16-1B/1T 6113 250 2724 150 TOP OF BEAM L 3 OPENING AT COVERED ENTRY 8111 8141 41-6" 8F16-1B/1T 6113 250 2724 150 TOP OF BEAM L� OPENING AT COVERED PORCH 8111 8'FB 9'-4" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 81" TO OFB1EAM 10'-6" 8F16-1BI1T 1533 300 914 750 L-s OPENING AT COVERED PORCH 81" TOP FB'EAM 10'-611 8F16-18/1T 1533 200 914 300 DATE O6/02/2021 GARAGE SIDE LEFT EXPOSURE 160C M ❑DEL KEY LARGO J❑BNUMBER: ENGINEER / MECHANICAL o ELECTRICAL � ,�' W CIVIL ENGINEERING � •e "�' �4945 1984 SW BILTMORE ST, SUITE # 114W. q Q r PORT SAINT LUCIE, FL 34984 1 �YT/,PE cF Y I PHONE : (772) 785.9888 j',. r '� i• +rv;,. 1 O7l1� F ;i EMAIL:PWELCHINC@AOL.COM H.lilel ndn'pYl PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 Level 1 3Y1"W x 52"H 3'0"W x 52"H Bed 3 Bed 4 3'0"W x 52"H 6'0"W x 6'8"H 3Y1"W x 52"H 50 CFM 4" Duct 4"Exhaust Vent 80 CFM 4" Duct 4"Exhaust Vent 12x8 12x12 157 dm 157 dm 7" 8x4 48 dm Hall 8x8 Bath 7dm 7" y Bed 7. 10" 4 12x12 V 151 ds Laundry (12x8 4"51 dm _ 18" i 12" Garage DUCTS IN THE GARAGEAND DUCTS PEN ETRATI N G TH E WALLS OR CEILINGS SEPARATING Inc DWELLING FROM THEGARAGESHALLBE CONSTRUCTED OFA MINIMUM NO, 26 GAGE (0,48 MM)SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASSIDUCTBOARD,OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPEN I NGS INTO THE GARAGE Job #: 1481 Performed by Chris Bateman for: Cooper Residence 7702 Hibiscus Rd Ft. Pierce, FL34951 3'0"W x 52"H Kitchen DR 12x12 12x12 216 dm 216 dm a 7„ 7„ an 14 x 14 10" r„ 7„ 7„ FoyerGR 12x12 12x12 204 dm 204 dm / 7„ ] 3Y1"W x 52"H W x 6'8"H Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vicki lynne@aircalcs. com 2" VTR 22"Wx22"H Master8ath fi" � �tOx10 \ 130 dm 100 CFM 1414 6" Duct B"Exhaust Vent ils Hers 14x14 8x4 2fi3rhn 26 dm 8x4 „1dm 3'0"W x 52"H POR1 ST LUCID PROP�RII�S. INC. Scale: 1 : 120 Page 1 Right-Suite®Universa12021 21.0.07 RSU29066 2021-Apr-30 10:23:25 AC\7702 Hibiscus Rd PSL Prop.rup PROJECT NAME PROPOSED COOPER RESIDENCE PRO J E C T ADD R E S S 7702 HIBISCUS RD LAKEWOOD PARK FT. PIERCE, FL 34951 5HEET TITLE HVAC PAGE PLUMBING NOTES: 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-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 2020 ENERGY CONSERVATION. DATE 06 / 02 / 2021 GARAGE SIDE LEFT EXPOSURE 160C M ❑DEL KEY LARGO JOB NUMBER : ENGINEER / PAU L WELCH 1 N C. ,':�``"`,;"f,� G4��•.,'', _ W MECHANICAL � ELECTRICAL =�� k"�'"�-`"r'"s't C'r' ' 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 S;rFiF.6f r'• `•` T PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIOA REGISTRATION NO. 29945 Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1)ALL ROOF TRUSSES TO REDESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER, AND BUILDING DEPARTMENT WITH ENGINEERED 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 TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: COOPER RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 05 / 22 / 2021 CUT -SHEET DATE: 05 / 26 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST&3RD 1413 (1)HETA 20 1810 (8)16d A9 2ND 3185 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. 2 a B7 2ND 1498 (2) MTS 16 2000 (14) 10d X 1-1/2" G1 1ST 1324 (1)HETA 20 1810 (8)18d G1 2ND 1324 (2) HETA 20 12500 (12) 16d O GABLE ENDS CONT. 267# PLF () HETA 20 1 1000 (9) 10d X 1-1/2" SEE GABLE END DETAIL 1 STRAP AT EACH END AND 481, O. C. VALLEYS CONT. 100 # PLF ()MTS 16 1000 (14) 10d X 1-112" 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS Aress BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1A/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING O VALLEYTRUSSES MAY REATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 14/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O2 USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.J O3 (1) FGTR w/ (18) SDS 1/4"X 3" & (2) 1/2"X 5"TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED 5/B"A.B. O2 MAYBE USED IN LIEU OF CONNECTOR SPECIFIED PROJECT NAME PROPOSED COOPER RESIDENCE W ,7 PROJECT ADDRESS 7702 HIBISCUS RD LAKEWOOD PARK Q FT. PIERCE, FL 34951 5 H E ET TITLE TRUSS LAYOUT PAGE a DATE O6 / 02 / 2021 GARAGE SIDE LEFT EXP05URE 160C MODEL KEY LARGO JOB NUMBER NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 #UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR ENGINEER / � LL MECHANICAL o ELECTRICAL � W CIVIL ENGINEERING ` + �` Na. 249d5 � a, . W 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 - ' STAM OF T PHONE : 772 785.9888 F, r i EMAIL: PWELCHINC OL:COM ul PAUL WELCH P.E. \ FLORIDA REGISTRATION N04 29945 C z z W d O O O ti /16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA, X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'4' & 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" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 1211 O.C. 3, TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) "SS BOTTOM CHORD DRYWALL CEILING 4" TOP PLATE OR 1-1/2" X 3-5/8" 4L RUNNER 4" WOOD FRAMING @ 24" O.C. -1/2" X 3-5/8" METAL STUDS NO SCALE DRYWALL BOTH SIDES ICALALL WALLS INCLUDING GARAGE) 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL NER w/ TAPCONS OR CUT NAILS @ O.C. (10d NAILS FOR WOOD FLOOR) TING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE Q LU W J a 00 EAVE SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"M" TOP PLATE PROVIDE (2) 2"X12" YP HEADER w/FLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS & CEILINGS) BOTH SIDES @ DOOR OPENINGS, 1/4" X 3" TAPCONS @ 1211 O.C. TO 2"X4" STUDS @ 16"O.C. BLOCK WALL OR 112" X 5-1/2" � SPH-4 TOP & BOTTOM EACH STUD REDHEADS @ 24" O.C. R-11 INSULATION P.T. 2"M" BOTTOM PLATE w/ 1/2" DIA. X 12" A.B. @ NOTE: 24" O.C. OR 5/8" DIA, X 6" REDHEADS @ 24" O.C. W/ PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS, MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS odd do 1:. r d- —---— r,dood do!, INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE:- INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 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, ROOF SHEATHING NAILING ZONE L3 W 7 E3 PRE—ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) OR (3) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER. (SEE FOUNDATION PLAN FOR SIZE & SPACING FOOTING F-1 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 1.6d NAILS EACH END (TYPICAL) - - PROOFING C/ UNDERLAYMENT IISHEATHING Z"E�CRTY411 LPAD8ER Ff;& N�'p AT-12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1" X 2" P.T. i -' 2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEA MAITkUA n 6L NOTE # 13, SHEET Al00 I ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION CEILING PER PLAN TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE 12 6� EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11 GA, 2" NAILS w/ 3/8" DIA, 8" X 8" BEAM BLOCK HEAD @ 6" O.C. OVER (1) # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" W/ 3000 PSI CONCRETE O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH 16" X 16" X 8" CONCRETE BLOCK COLUMN OR 8" X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE (3)16d NAILS (TYPICAL) ;Ni1�12Ri'Sq=.�7�A8 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 112" " J " BOLT OR 1/2" X 5-112" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (1) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (1) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING J 010111101410 19132" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 21IX4" "X" BRACING @ RIDGE AND 6' O.0 EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2 WITH 3/8" DIAMETER HEAD @ 6" O.C. OV OF (15 H FELT OR TYVAK BUILDING WRAI CDX PLYWOOD WITH 10d NAILS TO STU[ PERIMETER AND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPS HETA 20 AT 48" O.C. WITH (9) 10d X 1-112" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLI REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2' X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. 12 6� 8" X 8" BEAM BLOCK w/(1) #5 CONT. IN (3000) PSI CONCRE EXTERIOR CEILING STUCCO OVER WIRI FRAME w/ 11 GA. 2" NAILS w/ FRAME TO MATCH BLOCK HEAD @ 6" O.C. OVE 3/8" METAL RIB LATE O.C. w/ (2 LAYERS C FELT OVER EACH B" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH 12" X 12" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN FRONT PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE doff ck 'or No. 239A5 "i, F s t 1' if.ATE DF !',C T >'ti DlkY Waaid,\R of i ILI olllp� do ode wrdo 201 SW PORT ST LUCI BLVD., SUIN 103, PORT ST LUCIf, f LORIDA 34983 'Im JOB NUMBER FLORIDA REGISTRATIONNO, 29945 PROJECT NAME PROPOSED COOPER RESIDENCE PROJECT ADDRESS 7702 HIBISCUS RD LAKEWOOD PARK FT. PIERCE, FL 34951 SHEET TITLE DETAILS PAGE DATE 06 / 02 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE: 160C MODEL: KEY LARGO ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM CMU W (SEE W/ CORRO: PER V APPLY PE BETWEE (SEE N L� FILLED CELL AT JAMB BLOCK (TYPICAL) V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. 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 HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 14/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 18SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" 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 SLIDING G FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS 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 BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. L STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR NO SCALE K DETAIL NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3, BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X R 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 PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" Pt T. RIPPED DOWN TO 2 X 44/8" P. T. w/ 3/16" TAPCONS 1-1/4" MIN. EMB. 4 /12" O.C. w/# 10 SCREWS, PER PRODUCT APPROVAL. 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. 3/4" FURRING TO MASONRY WALL 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. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND 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 SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL , NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" 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 INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. PROJECT NAME PROPOSED COOPER RESIDENCE DATE: 06 / 02 / 2021 SCALE 114" = 1'-0" W PROJECT ADDRESS : 7702 HIBISCUS RD LAKEWOOD PARK GARAGE SIDE LEFT 7 O FT. PIERCE, FL34951 EXPOSURE 160C LL SHEET TITLE DETAILS PAGE MODEL: KEY LARGO JOB NUMBER : ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 s Pi W t STA Dv ,n a e Sion ,.n•.