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HomeMy WebLinkAboutSEAGRAPE SPEC PLAN ESS 12-16-21PROPOSED KEY LARGO SPEC 5302 SEAGRAPE DR. , FORT PIERCE FL. 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE GENERAL NOTES 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. Pa u l We I c h Date: a2021lly g� 12.16 11by P31 IZ� Welch -05'00' PLAN SHEET INDEX SHEET A100 COVER SHEET SHEET A101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEET A106 HVAC & PLUMB. SHEET A107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEET A110 N/A SHEET A111 N/A PLAN SHEET INDEX F=_ I FE I I Fff__ I I FR__ I I ME I I Fff__ I I I ME I I F-0- I I FM I I FM I I F-0- I I FM 11, CONSTRUCTION BY0 PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE : R STREETADDRESS : 5302 SEAGRAPE DR, FORT PIERCE FL. 34982 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT: I 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 : 111 X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD 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: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONE 5: + 35.6 GARAGE: + 30.3 -50.7 -81.0 -96.1 -38.7 -47.7 -37.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF / LIVE : 20 PSF BALCONY _-NIA PSF DOCK: NIA PSF DECK: NIA PSF STAIRS: NIA PSF FENCE: NIA PSF RAILING ' NZA 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 (NOTAPPLICABLE 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., P.E. CERT. # & CO. CERT. AUTH. 29945 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 8V-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 TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14,793.28 SQ. FT. PLANS AND ENGINEERING BY 0 PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : PROP. SPEC HOME APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER FGLASS 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 AT2"/16"O.C. WINDOWS N/A N/A N/A 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 MI WINDOWS & DOORS 120 / 130 / 140 FL # 22401.3 IMPACT (2 ROWS) X 1-1/4" MIN. EMBED TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS N/A N/A N/A N/A N/A N/A N/A FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT AND 31 & 7" EACH SIIDE N. OF MEDETIING POI TTAPCONSTTOPAND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A 5/16" X 1-(O 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 UNDERLAYMENT N/A N/A POLYGLASS USA, INC. POLYSTICK TU PLUS FL # 5259.1 N/A APPLY POLYGLASS TU PLUS DIRECTLY TO THE ROOF DECK. DO NOT APPLY TO SHINGLES OR OTHER ROOF COVERINGS. START AT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. CUT THE POLYSTICK TU PLUS TO A SUITABLE, WORKABLE LENGTH. OVERLAP SEAMS 3" MIN. AMD ENDLAPS 6" MIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLLAND APPLY PRESSURE. ROOFING MATERIALS -96.1 -108.5 GULF COAST SUPPLY AND MANUFACTURING 5 V CRIMP METAL ROOF FL # 11651.12 N/A PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANELAT 12" O.C. PARALLEL TO SLOPE AND 6" O.C. ALL PERIMETER OR ROOF. 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 CURRENT CODE PROVISIONS. NAME: PAUL WELCH SR, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 ORT PROP So NCc 201 SW PORT Si LUCIE BLVD., SUITf 103, PORT ST LUCII, fLORIDA 34983 I- v W M3 O it a PROJECT NAME : PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE : COVER PAGE DATE : 09 / 09 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL: MAUI CUST. JOB NUMBER : 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 (NFPA 70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE 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) THE BUILDING 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 FT AND 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 (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 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 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. ADDITIONAL NOTES 1) INTERIOR TO BE'/i' 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 '/4" 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 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, WALL ASSEMBLIES, 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 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 '/z"SUSPENDED SLABS: 1 '/2' 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 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. 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" 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 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 F. W W I ED A 100 O Lo 24'-10" 0 SH-25 / EGRESS 11'-2" 0 M BEDROOM # 3 8'-l" FLAT CEILING � o N 2 W ❑ 7'-10" 3'-4" 55'-6" 20'-6" 16" X 8" BLOCK O COLUMN H. BIBB * SH-25 / EGRESS ® ® PRECAST LINTEL— ❑ ❑ — — — — — — — — PRECAST LINTEL ® — — — — — — — — — — — — — — — — — 12-1'/'' COVERED PORCH 8'-l" FLAT CEILING BEDROOM # 4 8'-l" FLAT CEILING 6-6" 5'-7'/4' co co O O 5068 / BF El / BF CLOSET CLOSET o ROD &SHELF ROD & SHELF w U mOd El W0 24" VANITY II lII mU zo00w a ~ to BAT® N H 11 ±0 ao Z o a FURR-OUT 11'-2" °O M o N 0 z m co BEDROOM # 2 M J N 1'-4 � ❑ 8'-1" FLAT CEILING U) W U 8'-l" BEARING WALL 2' 0 Om w AND HEADER D a N W W co m W= ElC9 (n U) co O 06 W.H. w/ DRIP PAN U o N UTILITY RM. & DRAIN LINE 00 � Y 8'-l" FLAT CEILING a 00 10'-0" oo HEADER N N ❑ N 3-1/2" STEP U o AHU 00 � N 0 co m ❑0 2" CURB PROTECTION C7 PROTECTION BEYOND WALL UTILITY SLAB ❑ POST r — — -P9ST- — — — T ---T - - - - - - - - - - 2-1/2" X 54" I ATTIC ACCESS FPL METER 3 I (PUuL DN. STAIRS) ELECT. PANEL I I I I W o AC Q I I Q 0D ❑ I I z I I Z — I LIGHTATTIC STORAGE I Q CD 0 N I I GARAGE i ❑ E w 4' 0" 1 8' 1" FLAT CEILING El o w 4' L — A.F.F. _ U U LU 3/4" FURRING STRIPS O 0O ElAND 1/2" DRYWALL (TYPICAL) HOSE BIBB 17'-103/4' PORT ST LUCIE PROPERTIES i COPYRIGHT 2021 i ❑ i KEY LARGO REVISED i ❑ ❑ ❑ 1670 / OHGD ❑ ❑ 19'-2" 20 MIN. FIRE RATED DOOR 8'-l" BEARING WALL 6-2" 3-1/2" STEP 6068 SGD DINING ROOM 8'-1" VAULTED Lo co APEX OF VAULT 22'-11 %" Ch N O SH-25 I TEMP. ❑ ❑ _DW O O �—DOUBLE SINK onni � w/ H ( 8'-1" VAULTED 34-1/2" 4BAR 36" 6068/ 1 LITE/ IMPACT 6068/ 1 LITE/ IMPACT © 1 I ❑ ❑ ❑ ❑ OI 3-1/2"STEP SH-25co I C �I Q ENTRY 12" X 12" l BLOCKCOLUM 10'-l"FLAT CEILING PRECAST LINTEL 0) 6-2" 0 6'-1 " 10'-0" 55-6" 22'-2" 6-7" REAT ROOM 8'-1" VAULTED I� SH-25 0 Ico M IQ', a 12" X BLOCK COLUMN V-11" mis 36'-4" REF m N 2-3/z 5'-4" 10'-2" 16" X 16" X 8" BLOCK COLUMN HOSE BIBB' ~4- SH-H32 / TEMP. M.BATH 8'-l" FLAT CEILING WC 9'-10'/z" CLOSET Co LL o m o � 4'-5" N 2668 PKD O 2868 r � 3'-0" 6-10" 3'-)" MASTER BEDROOM 8'-l" FLAT CEILING 9'-l" COFFER CEILING I o 12'-103/4' q SH-25 /OEGRESS J 14'-2" ST Lucl I PROP RTI S. INC. im3F- W 201 SW PORT Si LUCIf BLVD., SUITf 103, PORT Si LUCII, fLORIDA 34983 �a 0 zo M F_ CV v O N SOFFIT DETAIL NO SCALE 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 VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14,793.28 SQ. FT. PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE FLOOR PLAN PAGE 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" x 22" SCREENED ✓ENTS AT 72" O.C. TUCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 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 (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259.1 CONT ALUMN MTL DRIP 0 INSULATION OVER (PT) 1 X 2 ...,_ - - - - - - — _°'° L(TYPICAL) 1/2" DRYWALL @ CEILING 8" X 8" BEAM BLK. 2" X 6" PRE -PRIMED W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA CONCRETE FILLED CELL VENTED =+,.0•= 8" PRECAST LINTELS 0 STUCCO SOFFIT- W/ (1) # 5 BAR FOR ALL 0 (SEE DETAIL) _:,'�.= DOOR AND WINDOW OPENINGS _j & FILLED W/ 3000 PSI CONCRETE p STUCCO FINISH ' _ _ 1"X 2" P.T. FURRING STRIPS oo co - @ 16" O.C. WITH FI-FOIL z VERTICAL REBAR TIED TO DOWEL INSULATION IL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. _ 1/2" DRYWALL of ", _ (TYPICAL) VERTICAL DOWELS A w/ 30" LAP SPLICE =1 ` 8" CONCRETE BLOCKS FROM FOOTER P `= WOOD BASE BOARDS CONC. SLAB (MIN. 2500 PSI) SEE FOUNDATION PLAN FOR SIZE &SPACING 0'-0" TOP OF SLAB __ �w/ 6 X 6 10/10 WWM OR FIBERMESH *GRADE D D D fie• • •fie 4 ELEVATION TOP - DATE : 09 / 09 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE LEFT EXPOSURE: 160C M O D E L: MAUI CUST. 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 TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE W W I ul A 101 +/- 18'-10" TO RIDGE M.R.H. +/- 13'-5" BRG. HT. 8'-1" F.F.E. 0'0" BRG. HT 1 F.F.E. 0'-C 12 6 BRG. HT. 8'-1" a - 11 FBI FBI FBI FBI FBI I N I I FM I n7ir- IIFM-IIFM-llFn-IIFM-lIFO-IIINIIFM-IIFX-lllI IF-M-IIF-M-IIF-M-IIF-N-11FR--IIFM-IIFM-I Fn-1 'm IFA-IIFM-IIFM-IIFM-IlFA-IIFM-IIFM-lI OPENING I.D. OPENG I.D. OPENING I.D. FRONT ELEVATION 01 4E 2 I 2 I SCALE: 1/4" = 1'-0" 03 REAR ELEVATION SCALE: 1/4" = 1'-O" CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396 / 150 = 16 REQUIRED VENTILATION 212.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 32.39 SQ. FT. / 2 = 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 16.2 SQUARE FEET > 16 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (a) 72" ON CENTER PORT ST LUCID PROP RTI S, INC. 1cl3 201 SW PORT Si LUCIE BLVD., SUITE 103, PORT Si LUCIE, fLORIDA 34983 10.0� - - F.F.E. 0'0"_ BRG. HT. 8'-1"— F.F.E. 0'-0" 6 _BRG. HT. 8'-1 "_ F.F.E. 0'-0" _ BRG. HT. 8'-1" F.F.E. 0'-0" 02 RIGHT ELEVATION SCALE: 1/4" = 1'-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA A INTERIOR ZONE A END ZONE (NOTE #1) co IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF A 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF 50 +32.0 PSF -32.OPSF +32.0 PSF -40.2 PSF ZL 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 7-16 ui ° EXPOSURE 160-C PROJECT NAME : PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE : ELEVATIONS PAGE DATE : 09 / 09 / 2021 SCALE 1/4" = V-0" GARAGE SIDE LEFT EXPOSURE: 160C MODEL: MAUI CUST. JOB NUMBER 04 LEFT ELEVATION SCALE: 1/4" = 1'-0" 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 BRG. HT. 8'-1 "_ F.F.E. 0'-0"_ 6 BRG. HT. 8'-1" F.F.E. 0'-0" A 102 m SD/CO / \ 0 � _ d)OR 1 O1 SD IVTR ® 5-1/2" WALL N 04 D F� / � 1 , GFI Q�Ho co o �j 1 1\ N Q N (n \ PROTECTION \ WP/GFI ❑ POST r - - - - - - - t---------� GEN. SWITCH I ATTIC ACCESS, I FPL METER - ELECT. PANEL I I DISC. q= 220V I I ■ I I / UL I I I rill I w ■ I GFI I O U1 L — — J in U i i H i i J - ;z O n I I I � I VP/GFI / I SD 4 GFI - - %'FIDW- - '; OG O GFI 6FF , OUBLE SINK S /so w/DISP. ra RANGE SD CO _ J \ 1 J w/ HOOD REF. APEX OF VAULT SD SD/CO /1 ■ ❑ ❑ ❑' \\ ❑ I I ❑ ❑ ❑ ❑ E LL E 3-112" STEP �a � I I � I I E \J E i J ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET 3-WAY SWITCH $s SD/CO DETECTOR SD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PUSH BUTTON El ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/G I SERVICE PANEL 110V OUTLET 220V OUTLET q) 9 SERVICE METER LIGHT FIXTURE � �J CEILING FAN 4-PLEX OUTLET WALL MOUNTED x SWITCHED OUTLET � LIGHT FIXTURE0 LIGHT FIXTURE 1 P SPECIAL PURPOSE G w/PULL SWITCH CEILING FAN WLIGHT JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT `= VAPOR PROOF O PHONE OUTLET RECESSED LIGHT TV OUTLET Fri FLOOD LIGHT FLOOR OUTLET c DISK LIGHT �DJ SCONCE PREWIRE 77 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 PORT ST LUCID pROP�RII�S, INC. to 201 SW PORT Si LUCIf BLVD., SUITf 103, PORT Si LUCII, fLORIDA 34983 10.0! 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 RANGE 12000 6 d75 WATER HEATER 4500 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40597 VA FIRST 10 KW @ 100% REMAINDER (a) 40% TOTAL: A/C HEAT (a-) 100% TOTAL: 32238.8 = 134.33 AMPS USE 150 AMP SERVICE. 240 10000 12238.8 22238.8 10000 32238.8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE 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 OR 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 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 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 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. PROJECT NAME : PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE : ELECTRICAL PAGE DATE : 11 / 09 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE: 160C M O D E L: MAUI CUST. JOB NUMBER 0 # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND 3#1/0IN2"C ELECT. SERVICE "EP" 150 120/240V 2 1,& M B R 150A MLO 3#1/0,#6,2"C OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE 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 A 103 4'-8" 3'-2" 8'-9" T-2" 5'-1" 9'-7" , 1'-4" , 9'-7" v v N M N F— v N PORT ST LUCIf PROP RTI So INC. i,Ll � O C 201 SW PORT ST LUCIE BLVD., SUITE 103, PORT ST LUCIE, fLORIDA 34983 a 10'-2" I co N • • • U'o ulo U** 8F24 8F20 8F16 CROSS SECTIONS 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 10 16070 OHG DOOR 192" X 84" 84" 8'-l" 17'-4" 8F16-lB/lT 950 200 404 100 O SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 200 2724 100 O3 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 200 2724 100 ® SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 200 2724 100 O5 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/1T 6113 1150 2724 650 © SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 800 2724 450 O 6068 74" X 79" 79" 8'-1" 7'-6" 8F16-lB/lT 2661 1300 1634 600 S.G.D. ® SH-23 38" X 38-3/8" 81vv 8--1" 4'-6" 8F16-1B/lT 6113 2800 2724 1500 O SH-H32 26-1/2" X 26" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 1100 2724 600 10 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 100 2724 100 11 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 550 2724 300 12 6068 74" X 79" 79" 8'-l" 7'-6" 8RF14-lB/lT 2459 550 1462 250 FRENCH PATIO DOORS 13 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 800 2724 450 L 1 AT COVERED ENTRY 81" 'OPENING TOP F BEAM 9'-4" 8F16-1 B/1T 1843 250 1133 100 L_2 OPENING AT COVERED ENTRY 81" TOP O8--lFBEAM 4'-6" 8F16-lB/lT 6113 250 2724 150 L3 OPENING AT COVERED ENTRY 81" 8'-l" 4'-6" 8F16-lB/lT 6113 250 2724 150 TOP OF BEAM L 4 OPENING AT COVERED PORCH 81'v 9'-4" 8F16-1 B/lT 1843 200 1133 100 TOP O8--lF B" L_5 OPENING AT COVERED PORCH 81" '' 10'-6" 8F16-lB/lT 1533 350 914 750 TOP FBEAM L_6 OPENING AT COVERED PORCH 81 " 8'-1" TOP OF BEAM 10'-6" 8F 16-1 B/1 T 1533 250 914 150 PROJECT NAME : PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE : BLOCK & LINTEL PAGE DATE : 11 / 09 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE: 160C MODEL: MAUI CUST. 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 50 CFM 4" Duct 4"Exhaust Vent 50 CFM 4" Duct 4"Exhaust Vent Job #: 1622 Performed by Chris Bateman for: Pellaquila Residence 5302 Seagrape Dr Fort Pierce, FL 34982 Level 1 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 100 CFM 6" Duct 6"Exhaust Vent Scale: 1 : 123 Page 1 Right -Suite® Universal 2021 21.0.08 RSU29066 2021-Sep-20 19:33:49 .AC\5302 Seagrape Dr PSL Prop.ru p PORT ST LUCID PROP�RII�S, INC. o 201 SW PORT Si LUCIf BLVD., SUITf 103, PORTSTLUCII, f10RIDA34983 a 2" VTR 2" JIL TUB L WC 2„ 2" 1 3" VTR JL 3" �•I 2" STUDDO VENT AIR—� GAP R-� DW L WC W 3" 3" 3" -j 3" KS PLUMBING RISER NO SCALE 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 3/4" 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, SUPPLYAND 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. PROJECT NAME : PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE : HVAC PAGE 2" 2" VTR 2„ J L ,— 2" V 2" 2" F-1 SHOWE 2„ -rTUB T 2" 2" WC WC 2" � 1 3" 3" ---' "--, 1--, F-3„ DATE : 11 / 09 / 2021 SCALE 1 /4" = 1'-01, GARAGE SIDE LEFT EXPOSURE: 160C MODEL: MAUI CUST. JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL c 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 3" 2" 3" co \S S A 106 Hatch Legend TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER., 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 CONTRACTOR: PSL PROPERTIES OWNER: SPEC HOME TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 09 / 23 / 2021 CUT -SHEET DATE: 09 / 24 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST & 3RD 1477 (1) HETA 20 1810 (8) 16d A9 2ND 3000 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. 0 B7 1ST 1239 (1) HETA20 1810 (9) 10d X 1-1/2" B7 2ND 1433 (2) MTS 16 2000 (14) 10d X 1-1/2" G1 1ST 1253 (1) HETA20 1810 (8) 16d G1 2ND 1880 (2) HETA20 2500 (12) 16d VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 0 1 STRAP AT EACH END AND 24" O. C. ALLOTHERS AT CBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS ATFRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 20 USE SIMPSON STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O3 (1) HDU4 w/(10) SDS 1/4"X 2-1/2" & (1) 5/8"A.B. 4)MAY BE USED IN LIEU ON CONNECTOR SPECIFIED 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) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS PROJECT NAME : DATE : 11 /09/2021 EN G IN E E R ROP ORTv PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-0" PAU L WELCH INC. W w I INPROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING CAL W ST Lucil P RT s Co m3 1984 SW BILTMORE ST., SUITE # 114 O 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772) 785-9888 SHEET TITLE MODEL: MAUI OUST. EMAIL: PWELCHINC@AOL.COMPAUL WELCH P.E. N 201 SW PORT ST LUCI� SUIT� 103PORT ST LUCII�LORIDA 34983aBLVD TRUSS LAYOUT PAGE J O B NUMBER FLORIDA REGISTRATION NO.29945 •I I I A 107 z z W n ry O O 06" X 3" TAPCONS @ 12" O.C. (TYPICAL) -1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER AL) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (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" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" 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) MATT IAICI II ATIPIAI 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 NO SCALE 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 @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH 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 CSEE FOUNDATION PLAN FOR SIZE & SPACING J FOOTING F-1 12 6� EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. 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 ------------- - PORCIH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA 6W991=0011I 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 CSEE FOUNDATION PLAN FOR SIZE & SPACING J 12 6 8" X 8" BEAM BLOCK w/(1) #5 BAR CONT. IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE STUCCO OVER WIRELATH FRAME TO MATCH w/ 11GA. 2" NAILS w/ 3/8" DIA. 12" BLOCK HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" 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 FOOTING F-1 FRONT PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE SIMPSON MTS 16 w/l4-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" 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 @ 12" O.C. TO 2"X4" STUDS @ 16"O.C. BLOCK WALL OR 1/2" X 5-1/2"- SPH-4 TOP & BOTTOM EACH STUD REDHEADS @ 24" O.C. R-11 INSULATION--,P.T. 2"X4" 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 iL r - i INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN EXISTING FLOOR I I (3) 16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE a� (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (: NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE ( 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. EAVE Q ROOF SHEATHING NAILING ZONE PORT ST LUCID PROP�RII�S, INC. to 201 SW PORT Si LUCIE BLVD., SUITE 103, PORT Si LUCII, fLORIDA 34983 a 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) CEILING PER PLAN TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE ROOFING cc/qqUNDERLAYMENT ��/SHEATHING 2p, R4" LPADDER FRAMTN�IAT-12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1" X 2" P.T. 2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING A�T UAC�WRAL NOTE # 13, SHEET Al00 ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE DETAILS PAGE ' 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" LONG NAILS WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. CEILING PER PLAN GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C. @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB GABLE END DETAIL NO SCALE DATE 11 / 09 / 2021 SCALE : 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE: 160C MODEL: MAUI CUST. JOB NUMBER REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. 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 CMU W, (SEE W1 CORRO; PER APPLY PE BETWEE (SEE VA FILLED CELL AT JAMB BLOCK (TYPICAL) 1" 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. 1-114" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 4 /Ovl 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 /8° SILL AS 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 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. SLIDING GLASS DOOR BUCK DETAIL NO SCALE PORT ST LUCID PROP RTI Sk INC. 201 SW PORT Si LUCIf BLVD., SUIT[ 103, PORT Si LUCII, fLORIDA 34983 v W M3 0 a 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 DOOR BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5302 SEAGRAPE DR., FORT PIERCE FL. 34982 SHEET TITLE DETAILS PAGE 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 &M016197IaI►y 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 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 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 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. DATE 11 / 09 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE 160C M O D E L: MAUI CUST. JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL c 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 109