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HomeMy WebLinkAboutBUILDING PLANSGENERAL NOTES THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL 1,10) PAGES IN THIS FILE. \5 }I 'lll'1ljj� ,�` q, C%r, a ASS 1 c * f L4o. 25945 �y 1 3'tACE Dt . Paul �= Welc r8 I PLAN SHEET INDEX SHEET A100 COVER SHEET SHEETA101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEETA106 HVAC & PLUMB. SHEET A107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEETA110 N/A SHEET A111 N/A PLAN SHEET INDEX { Digitally signed by Paul Welch late.2021.07.23 1157 07-04'00' CONSTRUCTION BY 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 Ile DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME : PROPOSED COMO RESIDENCE OCCUPANCY TYPE : R STREETADDRESS : 5305 HICKORY DRIVE FT. 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 SEEN 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 : 1-11 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: 6/12 PARAPET: NG4 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 4T 6 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY NIA PSF DOCK: NIA PSF DECK: NIA PSF STAIRS: NZA PSF FENCE: NZA 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: _ CX 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 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81=8"X 57'-0" AREA TABULATIONS LIVING AREA 1585 SQUARE FEET 2 CAR GARAGE 419 SQUARE FEET COVERED ENTRY 166 SQUARE FEET BACK PORCH 160 SQUARE FEET TOTAL FOOTPRINT 2330 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. FDOH iyt St. Lucie County Environmental Health Site Plan Ap�l�ved for Construction Supercedas All Previous Site Plans for OSTDS # 5� 'SF- Cg 3' _ W@II # PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 Reviewer: PLANNING &DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLORIDA BUILDING &REGULATIONS DIVISION PRODUCT REVIEWAFF/DAVIT BUILDING PERMIT NUMBER: OWNERSNAME: FARINAS RESIDENCE APPLICANT: PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499A IMPACT 3/1s^x 1-1/4" MIN. EMBED TAPCONS AT 2" 116" O.C. WINDOWS N/A N/A NIA 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 GLE DOORS SEE ELEVATIONSAT + 50.0#THERMA�TRU SMOOTH STAR FL # 20468A0 IMPACT 1/4"x 1-1/4"MIN.EMBEDTAPCONS 60114.5" O.C. G TYPE DOORS SEE ELEVATIONS +50.oERMA-TRU SMOOTH STAR FL#20468.6 N/A 1/4"X1.114"MIN. EMBEDTAPCONSAT3"&7"114.5*D.C.AND 3"& 7" EACH SIDE OF MEETING POINTTOPAND BOTTOM ENCH DOORS SEE ELEVATIONS +/-50ERMA-TRU SMOOTH STAR FL#20468,12 IMPACT 3&7�EACHSDEO1e MIN, PMEETWGPOINTTOPANDBOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A sns^ x 1-(O MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A N/A NIA OF VENTILATION N/A N/A N/A N/A N/A N/A N/A UNDERLAYMENT N/A N/q POLYGLASS USA, INC. POLYSTICK FL# 5259.1 N/A APPLY POLYGLASS TU PLUS DIRECTLY TO THE ROOF DECK. DO NOTAPPLY TU PLUS TO SHINGLES OR OTHER ROOF COVERINGS, STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE, CUT THE POLYSTICK TU PLUS TOASUITABLE, WORKABLE LENGTH, OVERLAP SEAMS 3" MIN, AMD ENDLAPS 6" 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, GULF COAST 5 V CRIMP METAL ROOF FL # 33818.1 PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING ROOFING MATERIALS 160 194 SUPPLY AND 5V-W1 NIA WASHER IN THE RIB OF THE PANEL, 1/4"MINIMUM MANUFACTURING PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANELAT 12" O.C. PARALLELTO STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND 6" O.C. ALL PERIMETER OR ROOF. NAME : PAUL WELCH SR P.E. SIGNATURE: ON PLAN , DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO, 29945 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) 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 WEATHERSTRIPPEDAND INSULATED TOALEVEL EQUIVALENTTO 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 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 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 19 OF ALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, ADDITIONAL NOTES 1) INTERIORTO BE'/:"DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %"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, 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 70264.1 & 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 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 11771 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 I 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 1/2"SUSPENDED SLABS: 1 12" 6) LAP ALL REINFORCING STEELA 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 31W 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. PROJECT NAME PROPOSED COMO RESIDENCE DATE : 04/28/2021 E N G I N E E R ti C 4a6j,",I°++,, F W MECHANICALD ELECTRICAL � �'I,r�,4ccas��?i++� � COVER PROJECT ADDRESS 5305HICKORYDRIVE GARAGE SIDE : LEFT m 7 1984 SWI BILTMORE SEERUITE # 114 W 0 FT. PIERCE, FL. 34982 EXPOSURE: 160C PORT SAINT LUCIE, FL 34984 SHEET PHONE: (772) 785.9888 H EET TITLE COVER PAGE MODEL: CONCH KAY EMAIL: PWELCHINC@AOL.COMU3 JOB NUMBER PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 PORT ST LUCID PROP�RtI�S, INC.al U91190"I I Fit FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # _ 5o - CXz ' de 5177 5 Well # Date: D� Reviewer:,-'"" 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 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 CONC: VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER — (SEE FOUNDATION PLAN `I l FOR SIZE &SPACING J F 'PROJECT NAME PROPOSED COMO RESIDENCE � PROJECT ADDRESS Q 5305 HICKORY DRIVE, FORT PIERCE FL 34982 SHEET TITLE on 0. MAIN FLOOR SOFFIT DETAIL NO SCALE INSULATION 1/2" DRYWALL @CEILING -(TYPICAL) 8" X 16" BEAM BLK. IN 3000 PSI CONCRETE FILLED CELL -8" PRECAST LINTELS FOR ALL p DOOR AND WINDOW OPENINGS I--,, & FILLED W/ 3000 PSI CONCRETE p .w FURRING STRIPS rn W WITH FI-FOIL Z -INSULATION "- -1/2" DRYWALL � (TYPICAL) L' - 8" CONCRETE BLOCKS -WOOD BASE BOARDS -4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH ---------- —+ TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE DATE 04 / 20 / 2021 GARAGE SIDE LEFT EXPOSURE 160C MODEL CONCH CAY JOB NUMBER: PAUL WELCH INC. MECHANICAL° 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 N0.29945 2" X 6" PRIMED &PAINTED R/S SPRUCE i" x 22" SCREENED DENTS AT 72" O.C. STUCCO 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) TO RIDGE +/- 18'-'" M.R.H. +/- 13'-9" �ii ��� I' i �I �! t r i � i r i, � r i r n�ila i �i � II I���ui,dp} Ir�i,�lil�,lii� jii�; �r� �,, `,il �I�I��Ii� �'��i�l�l�'�ii���� ���ii',�,���i��I�4i��i� $ 31 31 3) 3E SCALE : 1/4' - 1'-0° OPENIANG LD• OPENB G LD. OPENG LD. OPENIDNG LD• OPENIENG LD. � al I E I r � �...pl� �i 1 f P �! '°013,' � ,�;���aE''�, yR��fE' ;''E�h����'�A� ����� �",6.N'Ij � 2E 2E i"�s r�... , , �i��� SCALE : 1/4" = 1'-0" OPENING I.D. OPENING I.D. t t' � ' ' , , ' ' , , [? BEARING HEIGHT - 9'-4"_ STUCCO -LAP -TEXTURE VISHED FLOOR 0'-0;h 2G. HT. 9'-4" - F.F. E. 0'-0" SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 2330 SQUARE FEET 2330 / 150 = 15.5 REQUIRED VENTILATION 228,0 LINEAR FEET OF 6" X 22"VENTS @ 72" O.C. = 34.84 SQ. FT / 2 = 17.4 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 17.4 SQUARE FEET > 16 SQUARE FEET :SOFFIT VENTILATION OK PROVIDE 6"X 22"SOFFIT VENTS (a. 72" ON CENTER PROJECT NAME PROPOSED COMO RESIDENCE � PROJECT ADDRESS O 5305 HICKORY DRIVE. FORT PIERCE FL 34982 Q� SHEET TITLE O. ELEVATIONS PAGE 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 0 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF Q2 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF Q 20 +35.3 PSF -38.4 PSF +35,3 PSF -47.2 PSF a 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 6 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF Q 110 NIA NIA +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 Z EXPOSURE 160-C DATE 04 / 20 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL CONCH CAY 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 N0.29945 _ BRG. HT. 9'_4" F.F.E_0'_0" (� BRCS. NT. 9'-4" F.F.E. O'-O° PLAN INFORMATION �_��r,c���a_��au��:���1 �».« MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS AREA TABULATIONS LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 81'-8"X 57'-0" 1585 SQUARE FEET 419 SQUARE FEET 166 SQUARE FEET 160 SQUARE FEET TOTAL FOOTPRINT 2330 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST IUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SQ. FT. H W W I A 102 M) s: Dlsc. / N LIGI / HOSE BIB , 1 I-IB 3.Iir STEP 1] REF. / ILI ■ `\ / /' SINK W/DISP. i a I I I ,,lt O� � DW 0 o- (-- - �------ 1 ■ I I / \J I \ 1! I / -------- —} II n 0 SD/Co LOP SD/CO O a a (10 W A.H.U. H p OR TILED o D TILED SHOWER ■ DISc. VTR L4D QDROP■ ■ ■WH)2 V■ 712"STEP ■I/\ATTICACC. ■ ■■ ■ ■ ■ ■ ■ `\ `\ ■ ROTECTION POST ': �...-_� w ' ■ 150AMP ELECT. PANEL rA 31 I o ' I � I / i I ■ ■ ■ ■ �. ELECTRICAL SYMBOL LEGEND SWITC 3-WAY 4-WAY Nf ELECTRICAL LOAD CALCULATIONS PER NEC 1 1602 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4806 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: 40006 VA FIRST 10 KW @ 100 % 10000 REMAINDER @ % 12002A TOTAL: 22002A0000 A/C HEAT (rD 100°0 1 TOTAL : 32002A VA 32002.4 = 133.34 AMPS USE 150AMPSERVICE. 240 ELECTRICAL NOTES i)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 SHALL COMAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BEHIGH-EFFACY LAMPS) SHALL SE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED 3) RECESSED LIGHTING ANO 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 CIRCUITARC•FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FSC 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, B) 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" O 12o/24ov 7 M 2 1,a MBR 150A MLO 3#1/0,#6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE PROJECT NAME DATE : 06/09/2021 ENGINEER PROPOSED COMO RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS GARAGE SIDE MECHANICALoELECTCAL 7 CIVIL ENGINEERING PO1984 SW BILTMORE ST, SUITE # 114 Q 5305 HICKORY DRIVE. FORT PIERCE FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772) 785-9888 S H E ET TITLE : MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM ELECTRICAL PAGE JOB NUMBER PAUL WELCH P.E. : FLORIDA REGISTRATION NO, 29945wwwwwww A I : : LEFT ELECTRICAL NOTES i)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 SHALL COMAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BEHIGH-EFFACY LAMPS) SHALL SE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED 3) RECESSED LIGHTING ANO 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 CIRCUITARC•FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FSC 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, B) 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" O 12o/24ov 7 M 2 1,a MBR 150A MLO 3#1/0,#6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE PROJECT NAME DATE : 06/09/2021 ENGINEER PROPOSED COMO RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS GARAGE SIDE MECHANICALoELECTCAL 7 CIVIL ENGINEERING PO1984 SW BILTMORE ST, SUITE # 114 Q 5305 HICKORY DRIVE. FORT PIERCE FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772) 785-9888 S H E ET TITLE : MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM ELECTRICAL PAGE JOB NUMBER PAUL WELCH P.E. : FLORIDA REGISTRATION NO, 29945wwwwwww A I : : LEFT c `u r= MASTER SHOWER !}haif�, dP'�III�3�1 8EP1111'I� II' 11lh u! o,z+IzilMlu'Ili���(i�ll��!IilI+�)�I�la��li) TILED SHOWER VI FOUNDATION PLAN POR1 S1 LUCID PROP�RtI�S. INC. sl IIBIIIBIIIE! 111_IIIE3�. =111=111=111=III=111=n 11=III=111=III=111=111° 111=III=111=I lidl l=I I 1fE5111E5III=IIIE5III=1110 111_III_III_III_III_II =III=III=III=I II'=111' ell!=111=111=111=111=11 z o � III REBAR m 4„ CONCRETE SLAB ' F.FLOOR FINISH GRADE - - - � 16" �—(2) # 5 MINIMUM CONTINUOUS, 3"COVER MIMIMUM. BEARING_FOOTING F1 SCALE: 1/2" = 1'-O" ��#6 REBAR _Z II 7.5/8" CURB 0 ro 4' CONCRETE SLAB FINISH GRADE ' � FF - — - CONCRETE � (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4" F3 CURB SECTION SCALE: 1l2" = 1'-0" ii}.yN�eL\:7 " CURB n ECE: VARIES • eCR�CC�QI€�R Z II #5 REBAR CONCRETE SLAB '111 Ill��llli��llll� 16" '4� `(2)# 3MC0!VER MIMIMUM.OUS, F6 EXTERIOR STEP SCALE: @SHOWER FINISH FLOOR T' =IIIE3111.I el!=111_pj=L=Lf=1�=ilia=iT1=11 • 111=III=111• I'lil="�" 111=111=i !1=III - ifi_ITi_In_Rr=Br=1Il_I!1 �IIIE3111'c111BIIIEcIII"Ito IIIEIII • • •• • # 5 REBAR WITH 30" MIN. lAP SPLICE #5 VERT. REBAR IN (3000 PSI)CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE .PROJECT NAME DATE : 07/12/2021 PROPOSED COMO RESIDENCE SCALE : 1/4"= 1'-0" � PROJECT ADDRESS GARAGE SIDE : LEFT 0 5305 HICKORY DRIVE. FORT PIERCE FL 34982 EXPOSURE : 160 C SHEET TITLE : MODEL : CONCH CAY �. FOUNDATION PAGE JOB NUMBER BEND # 5 BAR INTO BLAB +/-4' # 5 SAR INTO SLAB AT 4' O.C. ENC,INEER rr+ua� wc�ur� �wu. MECHANICAL° 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. FLOR!DA REGISTRATION N0.29945 # 5 REBAR WITH 30"MIN. LAP SPLICE LOCATIONS) STUCCO FINISH W � (2) # 5 BARS CONTINUOUS AT 12` O.C. VERTICAL FINISH GRADE ("SEE ELEVATION PLAN`) w _-,�-- (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE � , I BLOCK &LINTEL PLAN PORt S1 LUCID PROP�RtI�S. INC. FIELD ADDED #5 REBAR @TOP REQUIRED) F, �j 1 1/2" CLEAR J � j = C.M.U. UJ Q Z 'g GROUT Z • FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) 7 5/8" �—BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL �.8.,., (VARIES) .. :■: F =FILLED W/ GROUT, U =UNFILLED _..._.- QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY 8F1&1B/1T NOMINAL WIDTH ---- - QUANTITY OF #5 REBAR @ TOP NOMINAL HEIGHT - - -j CROSS SECTIONS TYPE DESIGNATION 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 0 16080 OHG DOOR 192" X 96" 96" 9'4" 1714" 8F16-1BMT 950 200 404 100 O2 soeo (1) LITE SWING DOOR 75" X 96" 96" 9'-4" 7'-6" 8RF14-1BMT 2459 850 1462 400 O3 SH-35 54" X 63" 96" 9'-4" 5'-10" 8F16-1B/lT 4360 850 2093 350 ® SH-35 54" X 63" 96" 9'-4" 51-10" 8F16AB/1T 4360 850 2093 350 O5 SH-35 54-1/8"X63" 96" 9'4" 5'-10" 8F16-1B/1T 4360 100 2093 100 © SH-23 37-3/4" X 38-1/2" 96" 914" 414" 8F16AB/lT 6113 200 2724 100 O7 SH-25 38" X 63" 96" 9'-4" 4'-6" 8F16-1B/1T 6113 1200 2724 750 O8 soeo (1) LITE SWING DOOR 75" X 96" 96" 9'-4" 7'-6" 8RF14AB/lT 2459 500 1462 250 O9 SH-25 38" X 63A/4" 96" 914" 4'-6" 8F16A B/lT 6113 450 2724 250 10 SH-H33 27-1/2"X38-1/4" 96" 91-4" 3'-6" 8F16-1BMT 6113 100 3547 100 L-1 OPENING AT COVERED ENTRY 96" 914„ 914" 8F16-1B/lT 1843 200 1133 100 TOP OF BEAM L2 OPENING AT COVERED ENTRY 96" 9'-4" 914" SF16-1B/1T 1843 200 1133 100 TOP OF BEAM L3 OPENING AT COVERED ENTRY 96" 9'-4" 914" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 91411 10' -6" 8F16-1B/1T 1533 600 914 350 TOPOFBEAM L 5 OPENING AT COVERED PORCH 96" 91411 17141 8P16-1B/1T 950 200 404 100 TOP OF BEAM L-s OPENING AT COVERED PORCH 96" 9'-4° 10'-6" 8F16-1B/lT 1533 600 914 350 TOP OF BEAM PROJECT NAME DATE : 07/12/2021 ENGINEER PROPOSEDCOMORESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL PROJECT ADDRESS v LEFT CIVIL ENGINEERING O 1984 SW BILTMORE ST, SUITE # 114 5305 HICKORY DRIVE. FORT PIERCE FL 34982 E XPOSURE: 160C PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 S H E ET TITLE : DE L: CONCH CAY EMAIL: PWELCHINC@AOL,COM PAUL WELCH P.E. BLOCK &LINTEL PAGE NUMBER : FLORIDA REGISTRATION N0.29945 2" VTR WC Levell wIC � Mas�rBed KlEherNook 12x8 BB CFM 3" a 12x8 i0x10 152cfm 4" 4"Dudent WC 5" 138 chn 738cfm 5" 8x8 Bad IGX84ck 57cm 93 IF 84 cfm 8, 12x,2 5" �, 152c(m — " 8xB B 6" 57cfm Pe 10" MaslerBarh 12x li 18x,8 g 185cfm q^ 4' 12" 3a'Wx3TH ,OOCFM 14" B^ •► Bath 3n Bxq 6'ExSFeuslVen1 1Ox0 9" B" 7" 12" 45chn 8" 10x8 04 cfm MHall Hall 112crm B" 4" Lln 12xe 132°rm 12x8132chn NO SCALE 22Wx37H Lawry 20x20 FoyerGR 722cfm Garage 20,Ch 20, fm PLUMBING RISER DUCTS IN IHEGARAGEAND 6Tlwz87H Bed2 DUCTS PENETRATINGTHE 4swzarH a'8Wz5zH 4" WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE - CONSTRUCTED OFAMINIMUM C' " NO. 49Wx52H 0 25 GAGE (OAS MM)SHEET STEEL, I INCH MIN MUM RIGID NONMETALLIC CLASS O OR CLASS IDUCTBOARD,OR O OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #: 1490 Performed by Chris Bateman for: Como Residence 5305 Hickory Dr Fort Pierce, FL 34982 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772,800,8413 vickilynne@aircalcs.com Scale:1 : 128 Page 1 RlghtSuite®UNversal 2021 21.0.07 RSU29D66 2021-May,0613:01:50 VAC15305 Hickory Dr PSL Prop.rup 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 N 20 FEET, SYSTEMS, PIPING WITH RUN LENGTHS GREATER THA 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1964 SW SILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINCQAOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0, 29945 POR1 St LUCID PROPfRtI�S, INC. Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 1611 HEEL HEIGHT NOTE: (10) 10d. 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 FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR TRUSS CONNECTOR SCHEDULE TRUSS NOTES• 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 21 CONTRACTOR TO PROVIDE PAUL WELCH INC., 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: PORT ST PROPERTIES OWNER: COMO RESIDENCE TRUSS MFGR: BUILDERS FIRST CHOICE LAYOUT DATE: 06/ 12 / 2021 CUT -SHEET DATE: 06 / 14 12021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR CONNECTOR FASTENERS ID UPLIFT DESIGN NOTES Dt 1ST & 2ND 2548 (1) MGT 3965 (22) 10d & (1) - 5/8" A.B. y 3 K7 1ST 1055 (1) HETA 20 1810 (8) 16d K7 2ND 1826 (2) HETA 20 2500 (12) 16d L7 1ST&2ND 524 (1)HETA 20 1810 (8)16d VALLEYS CONT, 100# PLF () MTS 16 1000 14 10d X 1-1/2" 1 STRA AT EACH END AND 24" O. C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X IA/2" AT CBS BEARING 1O VALLEY TRUSSES MAY BE ATTACHED 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 MTS18 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O(1) FGTR WITH (18) SOS 1/4"X 3" & (2) 1/2"X 5"TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED, NOTE : ALL STRAPPING TO BE SIMPSON STRONG -TIERS SPECIFIED. PROJECT NAME : DATE: 07/12/2021 ENGINEER PROPOSEDCOMORESIDENCE SCALE : 1/4"=1'-0" PAUL WELCH ING. M1,�;��;+3�-Ch�p� W MECHANICAL o ELECTRICAL r * '� W PROJECT ADDRESS : [JJ ALEFT CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 y 1A 107 5305 HICKORY DRIVE. FORT PIERCE FL 34982 EE E 160 C PORT SAINTLUCIE, FL34984 y � str TPHONE: (772) 785.9888 ""s,u,,'' i!)4,qciHEET TITLE CONCHCAYEMAIL: PWELCHINC AOL.COMTRUSS LAYOUT PAGE U M I E R : PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 0 z Z W a 0 w 0 0 0 ti d16" 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 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 DRYWALL CEILING 2" X 4" TOP PLATE OR lA/2" X 3-5/8" METAL RUNNER NO SCALE 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 @ 21-0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR 19132" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3) 16d NAILS (TYPICAL) 211X4" "X" BRACING @ RIDGE AND 6' O.C. 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" 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 @ 6' O.C. FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12" O.C. 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" 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) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN FOR SIZE & SPACING , 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/ 11 GA. 2" NAILS w/ 3/8" DIA. 16" BLOCK HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH T PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE JCCO FINISH :RETE BLOCK COLUMN AB ION PLAN kk P.T. 2" X 8" CONTINUOUS WITH 1/2" FOOTING F-1 °Q °�- " J " BOLT OR 1/2" X 5-1/2" WEDGE IT /ANCHOR AT 24" O.C. WITH 2" X 2"v' ' ° X 1/8" WASHERS� t z11 NOTE: ITII��._I -1 -7 .... PROVIDE RAKE BEAM @ VAULTED GABLE ENDS FRONT PORCH POST DETAIL GABLE END DETAIL TRUSS VERTICAL WEB NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" D.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH �-�Q— CONT. GALV. MTL DRIP EXTERIOR CEILING TO BE OVER (PT) 1 X 2 �� STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. TYPICAL INTERIOR NON -BEARING WALL DETAIL 6" BEAM BLOCK HEAD @ 6" O.Q. OVER 3/8" METAL RIB LATH @ 6" NO SCALE 2" X 6" IRS SPRUCE FASCIA (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) SOFFIT PER DETAIL W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE 2E (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 (22 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q 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 ROOF SHEATHING NAILING ZONE PROJECT NAME PROPOSED COMO RESIDENCE PROJECT ADDRESS 5305 HICKORY DRIVE. FORT PIERCE FL 34982 SHEET TITLE DETAILS PAGE TEXTURED STUCCO FINISH (3) #5 VERTICAL REBAR TIED TO DOWEL . TEXTURED STUCCO FINISH & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (3) # 5 VERTICAL DOWELS 16" X 16" X 8" CONCRETE BLOCK COLUMN W/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION FOR SIZE & SPACING N, CONCRETE SLAB /PER FOUNDATION PLAN DATE 07/12/2021 SCALE 1 /4" = 1'-0" GARAGE SIDE LEFT EXPOSURE: 160C MODELIPCONCH CAY JOB NUMBER: FOOTING FA av mittil n PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 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 W W N • e= CMU Wi (SEE WF CORRO: PER V APPLY PE BETWEE (SEE Vt MID FILLED CELL AT JAMB BLOCK (TYPICAL) I" 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 # 41 AND ANCHORED TO MASONRY WITH IA/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS, 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. 1/8" 4AIT 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 3/4" 3/8" - 1-3/8" NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)] FILLED CELLAT JAMB BLOCK (TYPICAL) V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM V 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. PORT ST LUCID PROP RTI So INC. iiiiiiiiiiiiiiiiiiiiiill 1 11 1 IN I I 1 11111 111 111 '' ' ' 't ' ' lk im 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. 14/4" 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) V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS wl 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" P.T. RIPPED DOWN TO 2 X 44/8" P. T. w/ 3/16" TAPCONS 14/4"MIN. EMB. 4/12"O.C. w/# 10SCREWS, PER PRODUCTAPPROVAL, 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 I 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. PROJECT NAME : DATE 07/12/2021 ENGINEER PROPOSED COMO RESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL 7 PROJECT ADDRESS [GARAGE SIDE : LEFT CIVIL ENGINEERING O5305HICKORY DRIVE.FORT PIERCE FL34982 EXPO5URE 160C 198POR4 SWTSAINTOLLUCIERE ,FL3494SUITE # 114 �/ PHONE: (772) 785.9888 0! SHEET TITLE : MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM am PAUL WELCH P.E. DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO, 29945