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HomeMy WebLinkAboutBUILDING PLANPR GENERAL NOTES 'HIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Digitally signed by Paul Welch P a u I W e l c h Date: 2021.12.16 11:31:24 -05'00' PLAN SHEET INDEX SHEET A100 COVER SHEET SHEET A101 FLOOR PLAN SHEETA102 ELEVATIONS SHEETA103 ELECTRICAL SHEET A104 FOUNDATION SHEETA105 BLOCK &TIE BEAM SHEET A106 HVAC &PLUMB. SHEET A107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEETA110 N/A SHEETA111 N/A PLAN SHEET INDEX 5302 SEAGRAPE DR. ,FORT PIERCE FL. 34982 G l � { ..q1 .STAVE OE _/lY ■ � .i�� i i �.i� CONSTRUCTION BY PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, I LORIDA, 34984 MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COiViFL1ANCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE: R sTREET AooREss : 5302 SEAGRAPE DR ,FORT PIERCE FL. 34982 CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT ' 1 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 CURRENTLYADOPTEDAND ENFORCED BY THE ST. LUCIE COUNTY. (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: I_ II X III _ IV _ EXPOSURE CATEGORY : B _ C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD WA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT : 12.2' ROOF PITCH : 6/12 PARAPET : NSA FT. 6. COMPONENTS $CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SO. FT. @.10'MRH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.5 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 I DEAD : 5 PSF ROOF I LIVE : � 20 PSF BALCONY • N7A PSF DOCK : NSA PSF DECK : NSA PSF STAIRS : NSA PSF FENCE : NSA PSF RAILING • NSA PLF/CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES _� NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED : �_ 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 # $ C0: CERT. AUTH. 29945 DESIGN FIRM : PAUL WELCHWC. `DATE ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 PLANS AND ENGINEERING BY P�JL WELCH INC. PAUL V�/ELCH, P.E. REG. 29945 PLAN INFORIVi.AT10N 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 1799SQUAREFEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 184 SQUARE FEET TOTAL FOOTPRINT 239G SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMEMSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SO. FT. ST LUCIE COUNTY, FLORIDA PLANNING &DEVELOPMENT SERVICES DEPARTMENT BUILDING &REGULATIONS DIVISION PRODUCT REVIEWAFFIDAVIT BUILDING PERMIT NUMBER : OWNERB NAME : PROP. -.SPEC HOME APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES _MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT APPROVAL NUMBER WINDOWS SEE ELEVATIONS +/-55.0 MIWINDOWS$DOORS 185SH FL#17499.1 IMPACT ans^x1•vrZw.EMeeoTApcorls WINDOWS N/A NIA NIA N/A NIA NIA / ts" o.c. N/A MULLIONS NIA BLOCK GLASS NIA N/A N/A N/A NIA N/A N/A SKYLIGHTS N/A N/A NIA 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 (z Rows) t/4" X t-0/4' MIN. EMBED SWING TYPE DOORS NIA N/A NIA TAPCONS AT 8" / i6" O,C. N/A N/A N/A NIA FRENCH DOORS SEE ELEVATIONS +1-50 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT t/a"xt-t/4"MIN.EMBEDTAPCONSAT6"/14"o.c. ANO 3° 8 7" EACH SIDE OF MEETING POINTTOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 NIA 5I18" X t-SIB°MIN. EMBED LAG SCREWS HURRICANE PROTECTION N/A N/A N/A ONE PER BRACKET N/A N/A N/A N/A ROOF VENTILATION N/A N/A NIA NIA N/A NIA N/A UNDERLAYMENT N(A N/A POLYGLASS USA, INC, POLYSTICK FL# 5259.1 TU PLUS 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 TOA SUITABLE, " WORKAELE LENGTH. OVERLAP SEAMS 3"MIN.AMD EMDLAPS B"MIN. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE '. FROM THE CENTER 707HE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLLANDAPPLY PRE93URE. ROOFING MATERIALS -96.1 -108.5 GULF COAST SUPPLYAND 5 V CRIMP METAL ROOF FL # 11651.12 N/A PANEL FASTENER #915 X 1-1/2" WOOD GRIP WITH SEALING MANUFACTURING WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS I HAVE REVIEWED THE A80VE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS TO BE CORROSION RESISTANT. FASTENERS SHALL BE ' STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. INSTALLED IN THE RIB of THE PANELAT 12" O.C. PARALLELTO sI.oPE ANo s" O,C. ALL PERIMETER OR ROOF. NAME : PAUL WELCH SR , P.E. SIGNATURE : ON PLAN DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 H n W 7 0 DATE 09 / 09 / 2021 SCALE : 1/4"=1'-O" GARAGE SIDE LEFT EXPOSURE 160C MODEL MAUI CUST. JAB 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 (NFPA 70) 2017 EDITION. I 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 CIRCUITARC-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 OFANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OFALL 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. I 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, 0.088"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 WITHASTM C 1288, C 1325, C 1178, OR C 1278AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 $FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE AFLAME -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 SHALE'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 NOTTO EXCEED 25 WITH ANACCOMPANYING 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: t'/," 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 3/8" OJ HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TWAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND 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. ENC,INEER 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 N0.29945 �,�ti �,,,��,,,,,,,, F # �, r Nn. +994'S ,,,� t,"i W A 10 0 .y't STAVE TJF 1 = �'''rF'i'S710Hhk,�.. +'* N in 0 Ga o � in p �� w w O � � � O H. BIBS O SH-25 /EGRESS t SH-25 / EGI 11'-2" m— W BEDROOM # 3 4 BEDROOM # 4 O w `4 B'-1"FLAT CEILING � 8'-1" FLAT CEILING o s U rn O 0� iy UTILITY SLAB FPL METER AC OO 4" HOSE BIBB j�" O O I '"'- 5068 / BF " (� soss I BF CLOSET CLOSET � ROD &SHELF ROD &SHELF a i I m I I 3 O � IIU p 3 zA•vANI I I � m BAT 2868 � FURR-OUT 11'-2" fO ® � 4 O � � m � 1'- " z m 3 BEDROOM # 2 M 1� e N 8'-1"FLAT CEILING ® 6-72' WAt 0 8'-1"BEARING WALL 2 0 D W _ _ • :.- � t"T � •: ,r . 6t��lTliiTli3iiTillTiTUiT1T3T1T1Tli3TliiTiTl�T3T3T��T1TliiTLT3T3Ti AiiT3T3TiT3iitl I,n �- - ni►..� 4� 1 20 MIN. FIRE zD'-s" 16" X 8" BLOCK COLUMN _ PRECAST LINTEL_ ® ® _ _ PRECASTCINTEL _ _ _ � COVERED PORCH 8'-1" FLAT CEILING .t.: ., � ► ► C��1t 8'-1"VAULTED APEX OF VAULT PROTECTION O PROTECTION BEYOND WALL _ - POST �'- r - - -PG6� - - - c�--•r--------- � 2-0/2" X 54" � I � ATTIC ACCESS 3 I , (PUUL DN. STAIRS) � ELECT. PANEL I `--'f------'- " � I � FOYER - - z I I � - 8'-1" VAULTED I LIGNTATTIC STORAGE 'I � 6068/ 1 LITE/ IMPACT N I I GARAGE j ®®° I 8'-1"FLAT CEILING � ® O I 3-0Q'STEP A.RF. --- �---- - - - - -r_ -r_ � ------------• SH-25 �1 N) 1z"x1z" `� �( ENTRY � � BLOCK COLUM 10'-1"FLAT CEILING 3/4" FURRING STRIPS � - - - - pRECASTLINTEL AND 1/2".DRYWALL q (TYPICAL) ® a+ i o '- PORT3TLUCIEPROPERTIES 6'-1" `� 10'-D" , COPYRIGHT 2027 19'-2" SH,25 /TEMP. ®' •-----� .� e. ---;-DW--; O O ----- -----i DOUBLE SINK ' 0 KITCHEN w% HN OD B'-1"VAULTED � 34-1/2"HIGH KNEE WALL i �4 36" HIGH BAR GREAT ROOM 8'-1" VAULTED r rn V� I� O I � SH-25 0 I � � `� I� � 12" X BLOCK COLUMN 36'-4" REF 1o'-z" "X16"X8" BLOCK COLUMN Q HOSE BIBS M.BATH 8'-1"FLAT CEILING we 9'-10%" to CLOSET ® m 4'-5" 2668 PKD I I 6'-10" I � MASTER BEDROOM I 8'-1" FLAT CEILING 9'-1"COFFER CEILING I I I I I I FDOH in St. Lucie County Environmental Health Site Pian Approved for Construction Supercedes All Previous Sitrne Plans for OSTDS # �l�o' `J�''���� Weli #,, Date: p(�Reviewer _�y���.--i— SH-25 /�GRESS J F 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 81'-8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45SQUAREFEET. 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. X 6" PRIMED &PAINTED 'S SPRUCE x 22" SCREENED :NTS AT 72" O.C. JCCO 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) HETA20 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 1 l FOR SIZE &SPACING ) �0�'-0" TOP OF SLAB `I' GRADE—� 4' ELEVATION TOP PRDJECT NAME : DATE : os/o9/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" PAL! L WELCH 1 N G. W MECHANICAL � ELECTRICAL • � PRDJECT A D D R E 5 5 GARAGE SIDE LEFT CIVIL ENGINEERING 0 1984 SW BILTMORE ST, SUITE # 114 5302 SEAGRAPE DR. ,FORT PIERCE FL. 34982 EXPO S U R E 160 C PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 C I I T 1 � SHEET TITLE : MODEL : MAUI COST EMAIL: PWELCHINC@AOL.COM 201 SW POR1 S1 LUCID BLVD., /VI1� 103, POR1 S1 LUCID, f�ORID�I 34983 a FLOOR PLAN PAGE JOB NLIMEIER: FLORIDAREGISTRATIONN0.29945 12 6� INSULATION ��lllllllllllllil1011llllllllll�lililllllill(�IIIIIIIIIIIIIII�IIIIIIIII� .. v •• --- 111 • � " •- � • • ��� - • ,� I � � � �. • ��I � � ail€ •�� : :��-� _ • � �� - 1 _ , . .. � i1'I�wlPws�� �����i � I_IIIEeIII=11i i-II�� t=111=111-111 �ill� III=III �' TYPICAL WALL SECTION (CONCRETE BLOCK /LINTEL U-BLOCK CONSTRUCTION) NO SCALE �'e��,';�,c;�s� �y�'- W . L,: _ W #� Na 29445 I r a n � O w 1 5tA5'E cf ij,�4 '�.s�u;� ���, N +(- 18'-IWTO RIDGE 12 6 M.R,H.+/-13'-5r, ---------------- BRG. 21 OPENIANG LD• OPENINNIG LD, OPENNG IA. FRONT ELEVATION 01 4E 2 I 2 I SCALE : 1/4" = 1'-0" I.�����■�■���■�■i■i■i�i■i■i■i■i■i■i■i■�■�■�■�■�■�■�■i■I■i■i�l��l■I■I■I■I■I■I■I■I■I■I■I■I\ 02 RIGHT ELEVATIONNNN� SCALE : 1/4" = 1'-0" ImpI � 6 BRG. HT 8'_1" — — — "' (DEFLECTION) OPENING LD, OPENICNG LD. OPENF G LD• OPENIENG LD, OPENING LD. OPENING LD. OPENING I D 3■ ■ B �a 11 21 21 2E 2E 11 21 ioa — --- — ---mmt� ----- F.F.E.O'-0" F.F.E. 0'-0" ill --- --- - 03 REAR ELEVATION 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 Ca) 72" ON CENTER POR1 S1 LUCID PROP�RTIfS, INC. lmlill dislampl, wim ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENING AREA � INTERIOR ZONE 0 END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF 2Q 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF Q3 50 +32.0 PSF 32.OPSF +32.0 PSF 40.2 PSF 4Q 100 +30.3 PSF 33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 7-16 ui H z EXPOSURE 160-C DATE 09/09/2021 SCALE 1/4"=1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL MAUI CUST, JOB NUMBER: 04 LEFT ELEVATION 1 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 N0.29945 i No. 2441b .1 k f I .a1 STtitE I:F l� ® RJ U O I VTR ® sAn• wnt 1 N D F(N / /l - / GFI CI O / , PROTECTION I \ WP/GFI POST r — — — — — — — f -—�--------+'-� GEN, SWITCH I / ATTIC ACCESSI ' , FPLMETER ELECT. PANEL DISC. 220V� ® I I GFI 1 1 1 1 1 I 1 ® 1 1 1 1 1 1 yp yr- v)41 , GFI -'QFIDW--'I O O QFI-----GFhl DOUBLE SINK w/DISP. / 1 RANGE w/ HOOI REF. APEX OF VAULT 3-12' STEP I , I I � 1 ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OT GFIOUTLET q 3-WAY SWITCH $a SD/CO DETECTOR �D GFI 4-WAY SWITCH EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $0 DOOR CHIMES PUSH BUTTON 0 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET MGM SERVICE PANEL Em"n 110V OUTLET (p SERVICE METER Eftl CEILING FAN 220V OUTLET Q LIGHT FIXTURE /, 4-PLEX OUTLET Q WALL MOUNTED VIP 1/IP x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE 1 /P CEILING FAN w/PULL SWITCH L / wILIGHT JUNCTION BOX JO RECESSED LIGHT �r A/C DISCONNECT `m VAPOR PROOF CO PHONE OUTLET v RECESSED LIGHT V TV OUTLET nr FLOOD LIGHT FLOOR OUTLET G9Q: DISK LIGHT `Dj SCONCE PREWIRE 1 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 IUCI� PROP�RtI�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 as 40% TOTAL: A/C HEAT (a7 100% TOTAL : 32238.8 = 134.33 AMPS USE 150 AMP SERVICE, 240 10000 12238.8 2223848 10000 32238.8 VA 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 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 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. 3 # 1/0 IN 211C ELECT. SERVICE "EP" 150 120/240V O 2 1 *a MBR 150A MLO 3 # 1/0, # 61211 C # 6 CU GROUND TIED TO BUILDING STEEL, CWPANO DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST, NOTE : USE ALL COPPER WIRE NO SCALE PROJECT NAME DATE.: 11/os/2o21 ENGINEER PROPOSED KEY LARGO SPEC HOME 5CALE : 1/4"=1'-0" PAUL WELCH INC. t�a�yb���'�'�°r�,,. �"� W MECHANICAL° ELECTRICAL ��� � PROJCT AD EDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING 4r Hu24945 t._ W 1984 SW BILTMORE ST., SUITE # 114 •w 0 5302 SEAGRAPE DR. , FORT PIERCE FL. 34982 EXPOSURE : 160C PORT SAINTLUCIE,FL34984 y STAtE of } „ = 03 Itl Rt PHONE: (772) 785.9888 �j DIM S H E ET TITLE MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL,COM p PAUL WELCH P.E. �r++,rreglul�tYarr �. ELECTRICAL PAGE J O B NUMBER : FLORIDA REGISTRATION NO, 29945 CONCRETE # 5 CONTINUOUS 4' THICK CONC. SLAB w/FIBER MESH W ' D' � W Q J Nf Z 11 IN #5 REBAR 0 M 4n CONCRETE SLAB F. FLOOR jo I. ° IF _�111=F�IIIICII�, II I::111_111=111�1l11� CONTINUOUS, COVER ARING FOOTING �� #5 REBAR Z_ II 7-5/8" CURB 0 M 4„ CONCRETE SLAB FINISH GRADE _ � �� ---- Z <V _—m Ililr'ill� C II1� �- (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. CURB SECTION rJ SCALE: 1/2" = 1'-0" II _z u II' 45 REBAR CONCRETE SLAB FINISHED FLOORL ONCRETE SLAB M � � _ M F.FLOOR -_ - C..';;• 1 It 16" 4' � (2) # MINIMUM MIMIMUM CONTINUOUS, EXTERIOR STEP ry SCALE: 1/2" = 1'-0" 5 REBAR WITH 30" MIN. LAP SPLICE 5 VERT. REBAR iN (3000 PSI) CONCRETE LLEO CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL I;itilF�:�:7:1d� 16" ""'\ (3000 PSI) CONCRETE SPREAD FOOTING (2) # 6 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE DATE 11 /09/2021 GARAGE SIDE LEFT EXP�5URE 160C MODEL MAUI CUST. JOB NUMBER: 16" INTERIOR BRG. FTG. I SCALE: BEND # 5 BAR INTO SLAB +l- # 5 BAR INTO SLAB AT 4' O.C. (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. # 5 REBAR WITH 30" MIN. lAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH W � (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE ('SEE ELEVATION PLAN") N �.-- (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE ENGINEER CIVIL ENGINEERING � "� � , Nb.29815 :. � W A 104 1984 SW 81LTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 } STATE CF err s PHONE : (772) 785.9888 I EMAIL: PWELCHINC@AOL.COM '�. e`Ur t,& IF to PAUL WELCH P.E. °"',,,a;HA �r�it �++ FLORIDA REGISTRATION NO, 29945 FL- 61 O CD I I i � I i ' 8" 6'-2" 4'-5'/:" 3'-2" I L 4 6'•0%" I i ; o0 I ' i I i I � i i � O oe i r 2'-3%` T-1Y." i i ' O I ' N w/HEADER ABOVE Tmm 3,1129STEP I N ' I it i II II i J ; IQ , I Ilm :- 1100 II ' 17/1 0 r L71 i t i i ( [AT 6'-1" 10-0 6'-1" 14'-2" , , o i i 1'•7' 16'-0" 1'-74 1'-5'/:" 3'-2" 3'-10" 5'-3" 3'-10" 3'-2" 6'-11%" 3'-2" 5'-6" e • tl tl 8F24 CROSS 8F20 SECTIONS NOTE CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE casrcRETE�INTE� (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 O 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F16-1B/1T 950 200 404 100 O SH-25 38"X63" 81" 8'-1" 4'-6"'` 8F16-1B/1T 6113 200 2724 100 O3 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 200 2724 100 ® SW25 38" X 63" 81" 8' 1" 4'-6" 8F16-1B/1T 6113 200 100 O SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 1150 mmmW2724 2724 650 © SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 800 2724 450 0 6068 74" X 79" 79" 8'-1" 7'-6" 8F16-1B/1T 2661 1300 1634 600 S.G.D. ® SH-23 38" X 38-3/8" 81" 8'-1" 4'-6" 8F16-16/1T 6113 2800 2724 1500 mmmmmmmm O9 SH-H32 26-1/2" X 26" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 1100 2724 600 10 SH-25 38"X63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 100 2724 100 11 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1 B/1T 6113 550 2724 300 12 6068 FRENCH PATIO DOORS 74"X79" 79" 8'-1" 7'-6" 8RF14-1B/1T 2459 550 1462 250 13 SH-25 38"X63° 81" 8'-1" 4'-6" 8F16-1B/lT 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY 81" 8'-1" 9'-4" 8F16-1B/1T 1843 250 1133 100 TOP OF BEAM L_2 OPENING AT COVERED ENTRY 81" TOP OF BEAM 4'-6" 8F16-1B/1T 6113 250 2724 150 L-3 OPENING AT COVERED ENTRY 81' 8'-1" 4'-6" 8F16-1B/1T 6113 250 2724 150 TOP OF BEAM L a OPENING AT COVERED PORCH 81" 8'-1" 9'-4" 8F16-1B/1T 1843 200 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 81" 8'_1�� 10'-6" 8F16-1B/1T 1533 350 E133 750 TOPOF BEAMOPENING AT COVERED PORCH mom g1"ToOF BEAM 10'-6" 8F16-1B/1T 1533 250 150 PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : Q 5302 SEAGRAPE DR. , FORT PIERCE FL. 34982 SHEET TITLE : a BLOCK & LINTEL PAGE DATE 11/09/2021 SCALE 1/4"=1'-0" GARAGE SIDE AMAUICUST EXUREMOJOUMBE ENC,INEER PAIJL 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 *� aa.24945 ' R fi W A 105 50 CFM 4" Duct 4"Exhaust Vent 50 CFM 4" Duct 4"Exhaust Vent ;II 12x 12 12 x 8 176 cfm 176 cfm )ti 7" 12 x 12 12x8 137cim 137 cfrn N%, Laundry 12x8 P 18" 132cfrn 12" 8x8�' 47 cfrn Garage DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #: 1622 Performed by Chris Bateman for: Pellaquila Residence 5302 Seagrape Dr Fort Pierce, FL 34982 Level 1 Kitchen DR 10x 10 10x 10 199 cfm 199 cftn �\10x10 10x10 1 176 cfm 176 cfm � Foyer GR 6 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 5„ 100 CFM 6" Duct 6"Exhaust Vent Bx8 103 cfrn Bx8 103 cfrn Master Bed Scale:1 : 123 Page 1 Right Suite®Universal 2021 21AN RSU29066 2021-Sep-2019:33:49 AC\5302 Seagrape Dr PSLProprup Nf 2" VTR 2almallammalla" JIL TUB L 2" STUDDO VENT WC 2„ .2„ AIR---� 3" VTR GAP la JL DW 3IT KS L IW WC 2,1 2,� 2„I SHOWE 2 STUB T 3„J 3„ 3"Ara 3" 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/a" 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, L 2„ 3" 2,� 3" 2" VTR 3" co \s s PROJECT NAME DATE : 11/09/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME s c,aL E � 1/4° = 1'-0° PAUL WELCH I N G. t v� � �'f L '. W MECHANICAL o ELECTRICAL T W PROJECT ADDRESS : GARAGE SIDE : LEFT .�j Ha29915 .g O^ CIVIL ENGINEERING ; W (`^J 1984 SW BILTMORE ST., SUITE # 114 4 s 0 5302 SEAGRAPE DR. , FORT PIERCE FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 srarc r PHONE: (772) 785.9888 p gy4k S 4 pal H E ET TITLE MODEL : MAUI CUST EMAIL: PWELCHINC@AOL.COM +fIA�a`'' N ft4lLn,e�1 HVAC PAGE JOB NUMBER : PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 INf Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 67 4-1/2" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS 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: 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.8. 2 a 87 1ST 1239 (1) HETA20 1810 (9) 10d X 1.1/2" 87 2ND 1433 (2) MTS 16 2000 G1 1ST 1253 (1)HETA 20 1810 (8)16d G1 2ND 1880 (2) HETA 20 2500 (12) 16d VALLEYS CONT 100 # PLF ( )MTS 16 1000 14 1-1/2" ( ) 10d X � 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS Aress BEARING EACH <1800# (1)HETA20 1810 (9)10dXI-1/2" AT CBS BEARING ALL OTHERS BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5302 SEAGRAPE DR. , FORT PIERCE FL, 34982 SH EET TITLE TRUSS LAYOUT PAGE OVALLEY TRUSSES 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. 2O 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. O2 MAYBE USED IN LIEU ON CONNECTOR SPECIFIED GARAGE DATE 11/09/2021 SIDE LEFT EXPOSURE 160C MODEL MAUI COST, JOB NUMBER: PAUL WELQH ING. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW 81LTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 #UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4)1l4" X 1-314" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR r�7 Ha299#5 =�r Z Z W m O of O O 0 t` /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) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (1614X 8'4' & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5A/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 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) NO SCALE 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) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE Q W W J Q EAVE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) uF3Pfm.E3i33T.' 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 1 l FOR SIZE & SPACING ) FOOTING FA 12 6� EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11 GA, 2" NAILS w/ 3/8" DIA, 8" BEAM BLOCK HEAD @ 6" O.C. OVER (1) # 5 BAR FILLED 318" 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 (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 11) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (2) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (1) 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 PORT ST LUCID PROP Ril Sk INC. W W a PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP 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 ( SEE FOUNDATION PLAN) l FOR SIZE & SPACING J FOOTING FA 12 6� 8" X 8" BEAM BLOCK w/(1) #5 BAR CONT IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE STUCCO OVER WIRELATH FRAME w/ 11 GA. 2" NAILS w/ 3/8" DIA. FRAME TO MATCH 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 EXTURED STUCCO FINISH 2" X 12" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN FRONT PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 160 NAILS EACH END (TYPICAL) ---- pRFOROTFIINGC/pULNDDpELR'LAAYEMCTENOTI'SHEATHING __...._.._.-_.-2l 4" LADDERFRAN(INU 12" INCHES O.C. SOFFIT PER PLAN �/ ALUMINUM DRIP EDGE OVER 1" X 2" P.T. Fl i :- 2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING ----TUC�t6L NOTE# 13, SHEETA100 .----ROOFING / UNDERLAYMENT/SHEATHING PER TYPICAL WALL SECTION CEILING PER PLAN TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NOTE: NO SCALE 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 (3) 16d NAILS (TYPICAL) CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) l6d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" to J " BOLT OR 1/2" X 5A/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 118" WASHERS GABLE END DETAIL NO SCALE r : 11/09/2021 GE SIDE : LEFT SURE 160C EL: MAUI CUST. NUMBER: SIMPSON MTS 16 w/14.10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 211X12" YP HEADER 1/2" DRYWALL w/FLITCH PLATE GLUED & NAILED (WALLS & CEILINGS w/10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5.1/2" REDHEADS @ 24" O.C. R-11 INSULATION NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10A0d NAILS, :' J 211X4" STUDS @ 16110.C4 SPH•4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE W/ 1/2" DIA, X 121A.B. @ 24" O.C. OR 5/8" DIA, X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS, MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T•BRACE WITH 16d NAILS AT 8 INCHES O.C. 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 ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 21'X4" "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 @ 61104C, OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" COX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD, GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA20AT48" O.C. WITH (9) 10d X lA/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS VERTICAL WEB 00& _� # !Ia 29945 ,, r W A 108 w e y i or / = I r .� v R141' ;r ',`*.SA)ireLE...s CMU V1 (SEE W CORRO PER' APPLY PI BETWEE (SEE U PREC, NO SCALE 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 PRODUCT APPROVAL INSTALLATION REQUIREMENTS, NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYW/MIN. 14/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, 1-3/8" 7-5/8" 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 NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) FILLED CELLAT 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 x BUCKS IN STRICTACCORDANCE WITH MANUFACTURE'S IFF PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. POR1 St LUCID PROP�RII�S, INC. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # I) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYW/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) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN, 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 44/8" P. T. W/ 3116" TAPCONS 1-1/4"MIN. EMB. 4112" O.C. W/# 10 SCREWS, PER PRODUCTAPPROVAL, FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSIONT2ESISTANT 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 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 R703A AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 118" 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, NOTREQU/RED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL 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 WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. ENGINEER PAUL WELCH INC. MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE To SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 I - I .,Q1 STA7E Cf l�