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HomeMy WebLinkAboutBUILDING PLANS GENERAL NOTES 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS AT JOB SITE, PLANS,SPECIFICATIONS, ECT. PROPOSED FARINAS RESIDENCE2)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. TBD EASY ST. FT. PIERCE , F L. 34982 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. 4)RESIIDOENTIA�FBC 2020 PLUMBING OITH THE FLORIDA BUILDING CODE DE, FBC 2020 MECHANICAL CODE,(FBC)2020, FBC 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 Digitally signed by CONSERVATION RESIDENTIAL. Paul2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES P a u I We I c h 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. Date. 202 1 1 .0 /7.2 3 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. j Welch . . _ 1 1 4)WINDOWS,SKYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO 12.5 8. 18 04 00 MORE THAN 0.3 CFM PER SQUARE FT,AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5)CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES PLAN INFORMATION 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 ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES A SINGLE FAMILY RESIDENCE SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED MODEL CUSTOM TO BE HIGH-EFFACY LAMPS) GARAGE SIDE LEFT 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ELECTRICAL SERVICE OVER HEAD 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT EXPOSURE 160-C 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE PLAN DIMENSIONS 8V-8"X 57'-0" 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. AREA TABULATIONS 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, LIVING AREA 1585 SQUARE FEET OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 2 CAR GARAGE 419 SQUARE FEET 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. CONSTRUCTION BY . COVERED ENTRY 166 SQUARE FEET 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 0 PLANS AND ENGINEERING BY BACK PORCH 160 SQUARE FEET 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PORT ST LUCID PROPERTIES TOTAL FOOTPRINT 2330 SQUARE FEET PAUL WELCH INC . COPYRIGHT REMAINS THE PROPERTY OF PORT ST ADDITIONAL NOTES 201 SW PSL BLVD UNIT 103, LUCID PROPERTIES INC.WRITTEN IONS,CION TR TAKE ACT PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH , P. E. REG. 29945 SHALL VERIFY ALL DIMENSIONS ON SITE. 1)INTERIOR TO BE DRYWALL FINISH. MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 LIVING AREA VOLUME : 14,793.28 SQ. FT. 2)ALL INTERIOR GYPSUM BOARD N BE -RING°THICK WITH R GAGE, 1 3/8"LONG, R, 1 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" W. P.VVW PSLPRO COIr1�// 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). DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 4)WALLAND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. PLAN SHEET ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION 5)WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT PROJECT NAME: PROPOSED FARINAS RESIDENCE OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT GREATER THAN 200. INDEX STREETADDRESS: TBD EASY STREET FT. PIERCE, FL.34982 CONSTRUCTION TYPE: V BUILDING PERMIT NUMBER: OWNERS NAME: FARINAS RESIDENCE APPLICANT: 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL PERMIT NUMBER: RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM SHEET A100 PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR COVER SHEET CERTIFICATION STATEMENT . PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO SH EET A101 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. 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 FLOOR PLAN 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS DESIGN PARAMETERS AND ASSUMPTIONS USED : 3/16"X 1-1/4"MIN.EMBED TAPCONS OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO SHEET A102 WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT AT 2"/16"O.C. ASTM C 557 ELEVATIONS 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS N/A N/A N/A N/A N/A N/A N/A 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING SHEETA103 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE AFLAME ELECTRICAL SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX SHEET A104 3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY: B C X D NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. FOUNDATION BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A 4. DESIGN WIND VELOCITY : 160 MPH 124 ASD NIALRFD END ZONE WIDTH : 5 SHEET A105 SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH : 6112 PARAPET: NIA FT. STRUCTURAL NOTES SHEET 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) SINGLE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL#20468.10 IMPACT 1/a"x 1-1A MIN.EMBED TAPCONS HVAC & PLULUMB. AT 6"/14.5"O.C. 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. SHEET A107 ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE : + 30.1 SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL#20468.E N/A 1/3'"&71EACH S DE OFDMEETIONG TAPCNS POINT TOP/AND BOTTOM TOMD 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). -32.5 - 54.9 - 80.7 -38.5 -47.6 - 33.E IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS AT 3"&7"/14.5"O.C.AND 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE TRUSS LAYOUT FRENCH DOORS SEE ELEVATIONS +/-50 THERMA-TRU SMOOTH STAR FL#20468.12 3"&7"EACH SIDE OF MEETING POINT TOP AND BOTTOM A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET A108 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY_- NIA PSF 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. DETAILS N/A PSF DECK : NIA PSF STAIRS : NIA PSF FENCE : NIA PSF RAILING - NIA PLF/CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55/-64 DAB 824 /811 FL# 15371.5 N/A (5/16"X 1- ONE PER BRACKET MIN.EMBED LAG SCREWS SEE PLAN FOR SIZES&STEEL REQUIREMENTS. DOCK : O 5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: SHEET A109 HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A FOOTINGS:3"BEAMS: 1 ''/z'SUSPENDED SLABS: 1 1/2"DETAILS 8.WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 6)LAP ALL REINFORCING STEEL AMINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL SHEET A110 ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A MINIMUM IN BEAMS AND COLUMNS. NIA POLYSTICK 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. UNDERLAYMENT N/A N/A POLYGLASS USA, INC. FL# 5259.1 N/A APPLY OR TU PLUS OF COVERINGS. THE ROOF DECK.DO NOINT OF g SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE SH E ET A111 TU PLUS TO SHINGLES OR OTHER ROOF COVERINGS.START AT LOWEST POINT OF THE ) 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOT APPLICABLE EXPLAIN WHY NOT) ROOF DECK WHERE POSSIBLE.CUTTHE POLYSTICKTU PLUS TOA SUITABLE, IS NOT PERMITED. NSA WORKABLE LENGTH.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 6"MIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM,EVEN PRESSURE 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE FROM THE CENTER TO THE EDGES.REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLL AND APPLY PRESSURE. MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES 10)UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND GULF COAST INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C. EDGES,AND 6"O.C. INDEX SUPPLY AND 5 V CRIMP METAL ROOF FL#33818.1 PANEL FASTENER#9 15 X 1-1/2"WOOD GRIP WITH SEALING FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS 160 194 5V-W1 N/A WASHER IN THE RIB OF THE PANEL, 1/4"MINIMUM WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE MANUFACTURING PENETRATION THROUGH THE PLYWOOD.ALL FASTENERS 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING. AND BELIEF. 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 12)PROVIDE#5 CORNER BARS W/30"MIN. LAP SPLICE FOR BOND BEAM. NAME : PAUL WELCH SR., P.E. CERT.#&CO. CERT.AUTH. 29945 STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND 6"O.C.ALL PERIMETER OR ROOF. 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 3/8" PAUL WELCH INC. NAME : PAUL WELCH SR, P.E. SIGNATURE : ON PLAN 0 HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19/32" DESIGN FIRM : DATE : CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD. ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 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 DATE 06 /01 /2021 ENGINEER C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = 1'-0" PAUL WELCH INC. W PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING CAL W COVER 1984 SW BILTMORE ST.,SUITE#114 O TBD EASY STREET I.R.E. FT. PIERCE, FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 I SHEET PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH KAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983a COVER PAGE JOB NUMBER PAUL P.E. NO.29945 60'-0" 2'-0" 58'-0" 13'-6" 16'-0" 28'-6" f� 16"X16"X8" CMU COLUMNS ■ ■ PRE-CAST LINTELS ■ ■ --------------------------------------- I I I I TRUSSED ROOF PORCH W I 9'-4"FLAT CEILING W �I I� ZI I fIJ H 'H O 7'-10'/2" 9'-111/2'' 7'-7" 25'-11" 6'-8" o I Ui 'L. QY' 'D_ D- 'D- 3'-11" ' 6'-4" �'-4'/i' � 15'-0�� HOSE BIB 11'/2" o HB O SH 25 EGRESS 3-1/2"STEP 3A1/2"STE I t SH 25 EGRESS ■ • Is ■ ■ • ■ H • ■ 6080/TEMP./1-LITE PATIO DOORsD ■ ■ ■ ■ • • ■ 3080 I TEM .I 1-LITE PATIO DOOR • REF. I a N , ———————— ' 7 I I a COOKI OP LL N w/DECO 1006 LU I w zo I— ■ W I I KITCHEN N cwn m ■ y 2'-0" 9'-11" 2'-0" 9'-4"FLAT CEILING 'IT °� o BEDROOM #3 WARDROBE NOOK 0 V C° 9'4"FLAT CEILING M i 00 I I 9'4"FLAT CEILING SINK 00 w I I DIN Z LU~ 2' Ic� MASTER BEDROOM I ; a ; 0 ■ c�■ IIIIIII a IIIIII `----�--- - ' -O---- --- I9'4"FLAT CEILING 36HIGH CUNTER 10'4"COFFER CEILIN i -I _ -- = --• 4'-4'/z' 0 ® 8' 3" ■ ■ ■ ----- ----------- �_PANTRY 2'-8" Li L 2X8 WA LL 00 5'-11'/2" 3'-1mw. 4'-8" 3-3'/2' � DRAWER Q ■ 12 STACK W "o L — — — — — — — — — — - - J v x 6 ■ �, o p I I HALL o in C o BATH N I I o O - (V 6' 0" O CD 2880 25'-0" -----.--, ■ Ln ih N 9'-11" M Lo U N 20806E V UTILITY ROOM 00 Q a X = ROD&SHELF ° I fp I ° 9'-4"FLAT CEILING ----- --' "I CLOSET --2 X 6" PRIMED & PAINTED 3'-8'/2' M LINEN N ■ 3-1/2"STEP CD _ = TILED SHOWER 1 N o ° FOYER GREAT ROOM 2s8o 50806E R/S SPRUCE " K \ / CO IDAHU 20 MIN. 9'-4"FLAT CEILING o 12' O. m / FIRE RATED CD N MAIN EGRESS 2'-103 " ■ cy)N ■ DOOR NJ 10 ■ Im ■ ■ ■ ■ 6" x 22" SCREENED ■ �� 3-1/2'DROP 15' 11'/d' 8'-6Yi' 7O.C. ��WH�� INSULATE WALL FI BATT • ■ VTW �I'p Vcn -1/2' STEP 10'-2'/z" DRYER WASHER � � EM co LOCATION LOCATION p m_ STUCCO OVER WIRE LATH �_ w ■ ■ ■ ■ ■ ■ ■ ■ BEDROOM #2 oRE-ENGINEERED ROOF TRUSSES 9 ■ PROTECTION POST coC0 w/ 11 a. 2" NAILS WITH 3/8" SH 35 SH 35 ■ �- ■ W @ 24 O.C. COVERED BY 19/32 HEAD DIA.AT 6" O.C. OVER 2"CURB 9'4"FLAT CEILING v U) FPL METER f 200 AMP BEYOND WALL 1'-10" C _ 3'-6'/2" D N 0 4 PLY CDX PLYWOOD „ ELECT.PANEL O r I O 1'-10" _ ■ (SEE NAILING DETAIL) 3/8 RIB LATH @ 6 O.C. WITH COVERED ENTRY// FRONT PORCH SOFFIT DETAIL (2 LAYERS OF 15# FELT OVER ■ 9'-4"FLA CEILING HETA20 HURRICANE EACH FRAMING MEMBER) _ ■ ■ ANCHORS EMBEDDED 4 INTO NO SCALE 22"x sa"ATTIC acc BEAM FOR TRUSSES 12 PULLDN.STAIRS (PER CONN. SCHEDULE) 6� ------------ ■ ■ ■ ■ ■ ■ ____ ■ ■ 5V CRIMP METAL ROOF OVER ------------------- --------- --------- m--------- ---- ) _ —� ■ ■ POLY GLASS UNDERLAYMENT R-30 INSULATION c. a c u6 FL# 5259.1 o � ■ � 8"x1s ■ ■ ■ ■ ■ ■ N U- CMU SH 35 EGRESS CONT.ALUMN. MTL DRIP L(TYPICAL) 1/2" DRYWALL @ CEILING W I I C? (2 ROWS) 8"X 8" BEAM BLK. zo _0 i o 2" X 6" PRE-PRIMED W/ (1)#5 BAR IN 3000 PSI JaU O _e eo=_ wW SPRUCE FASCIA =.`'= CONCRETE FILLED CELL ■ U>- : 9'-4"FLAT CEILING 4' 0" 4' 0" 4' 0'/8' 8'0'/4' 4' 0'/8' 6' 7" 6' 7" Y I GARAGE I ■ — i_ 0 (A.F.F.) �_ 8 PRECAST LINTELS O U)U O I VENTED =i'Lr:= " � STUCCO SOFFIT ,•..= W/ (1)#5 BAR FOR ALL p INSULATE WALL w/R-11 FIG BATT (SEE DETAIL) = 'r:= DOOR AND WINDOW OPENINGS � & FILLED W/3000 PSI CONCRETE p STUCCO FINISH — - _ 1"X 2" P.T. FURRING STRIPS 6, ■ ■ ■ 16080/OHGD ■ ■ ■ - @ 16" O.C. WITH FI-FOIL z VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK INSULATION IN 3000 PSI CONC. _�•= 1/2" DRYWALL 0f 2'4" 16'-0" 2'-4" _ (TYPICAL) L` VERTICAL DOWELS =��•_ 2'-0" 20' 8" 24'-2" 13'-2" w/30" LAP SPLICE _ 8" CONCRETE BLOCKS FROM FOOTER P WOOD BASE BOARDS 60'-0" SEE FOUNDATION PLAN FOR SIZE & SPACING _ = 4" CONC. SLAB (MIN. 2500 PSI) w/6 X 6 10/10 WWM OR FIBERMESH +0'-0"TOP OF SLAB =_� Pr=_ GRADE 4" a a e - - - - - - - o D o O 'O n 4 n Tr 7 TYPICAL WALL SECTION WIN pv (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) NO SCALE F- PROJECT NAME DATE 06 /01 /2021 ENGINEER v PROPOSED FARINAS RESIDENCE SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W A 101 1984 SW BILTMORE ST.,SUITE#114 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a MAIN FLOOR JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I TO RIDGE +/- 18'-2" 12 5 - I P E A R O �(o 12 M.R.H_ +/- 13'-9"- - - - - - - 12 1 �� 6 6 12 6 12� 12 �ro (o BEARING HEIGHT 94" * _ BRG. HT. 9'_4" STUCCO-LAP-TEXTURE LL /5//E FINISHED FLOOR 0_0" _ F.F.E. 0'_0" 01 FRONT ELEVATION 0 31 31 31 3E 02 RIGHT ELEVATION SCALE : 1/4" = 1'-0" OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. SCALE : 1/4" = 1'-0" A B C D E 12 �(o 12 12 (o (o 12 12 12 12 12 (o � (10 BRG. HT. 9'-4" BRG, PT, 13'-4" m cfJ OPENING I.D. L F F.F.E. 0'-0" 03 REAR ELEVATION 2E 2E 2E 04 LEFT ELEVATION 1E SCALE : 1/4" = 1'-0" OPENING I.D. OPENING I.D. OPENING I.D. SCALE : 1/4" = 1'-0" OPENING I.D. G H I ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS,AND SIMILAR ENVELOPE ELEMENTS. U 0 OPENING AREA Z� INTERIOR ZONE & END ZONE(NOTE#1) CALCULATE ATTIC VENTILATION CD IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE CEILING= 2330 SQUARE FEET Z� 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF 2330/150= 15.5 REQUIRED VENTILATION 228.0 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C.= 34.83 SQ. FT./2 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF = 17.4 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 3 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF 17.4 SQUARE FEET> 16 SQUARE FEET:SOFFIT VENTILATION OK 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF PROVIDE 6"X 22"SOFFIT VENTS(c-)_48"ON CENTER 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF A 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 z 110 N/A N/A +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 ui z EXPOSURE 160-C F- PROJECT NAME DATE 06 /01 /2021 ENGINEER v PROPOSED FARINAS RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL CAL W ENGINEERING 1984 SW BILTMORE ST.,SUITE#114 W A 102 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a ELEVATIONS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, ■ ■ ■ ■ 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 LIGHT LIGHT, 6 WATER HEATER 4500 IFAN 7 DISHWASHER 1200 / \ HOSE BIB LL [� 8 REFRIGERATOR 1200 SH 25 EGRESS 3-1/2"STEP �� 3-1/2"STEP +NU 9 IRRIGATION PUMP OPTION 1800 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 10 MISC. 5000 ■ 3 \ Io _ L-o _ `i. I-o ■ TOTAL : 40006 VA REF. / COOKTOP / —�v/DE�HOOD FIRST 10 KW @ 100% 10000 I I / WP/GFI ■ REMAINDER (a)40% 12002.4 J I I / SINK w/DISP. ( g / TOTAL I I �J w 22002.4 1 w zzoi/. �� A/C HEAT (a� 100% 10000 I 1 1 W I,_ I DW `J >~ TOTAL : 32002.4 VA 220V. I I DISC.r0 I I \� _ �,J 1 / 32002.4 = 133.34 AMPS USE 150 AMP SERVICE. ■ I x I -------------- I--- - 240 S D ■ I� I / I - � , \ I \ SD I II q� \ ■ J I —/ I I I e - O SD/C ILOP SD/CO --- - ■ �PJ ' •------- 3-1/2"STEP / A.H.U. ■ m m s° \ o ELECTRICAL NOTES ■ TILED SHOWER c © / _ EQ PE 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. ■ ■ ■ IjD DISC. LfJ 3-112"DROP in ■ \ ■ 22 V. ■ I ■ 1 \ 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE tH, • 1/2"STEP HIGH-EFFACY LAMPS ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES VTW ' ND W \ ■ SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED o it\ATTIC ACC. ` ■ ■ ■ ■ ■ ■ ■ ■ \ TO BE HIGH-EFFACY LAMPS) 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND ■ PROTECTION POST '` _�_-_�_: LL ■ _ \ UNCONDITIONED SPACES. FPL METER 150 AMP 1 I CL tt -11 ELECT.PANEL / ' 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT I1 /1 \ ■/ 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 5'-0" 9'-43/4' 5'-0" ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. ------- - ---- _ _ _ _ ■ -------------- ---- ------------------- ------------------- ■ 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL125-VOLT,SINGLE-PHASE15 Ell AND 20 AMP CIRCUITS SREVING: BATHROOMS,GARAGES,KITCHENS,ACCESORY BUILDINGS, J J 6 1 ■ ■ ■ ■ ■ ■ OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. ■ 'I�� ■ I 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. ih _______________________- i 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. i ih ' o ' rn ELECTRICAL SYMBOL LEGEND SWITCH THERMOSTAT 0 ■ ■ / � GFI OUTLET ■ ■ ■ ■ ■ ■ 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI / FLUORESCENT LIGHT 3# 1/0 IN 2" C / 4-WAY SWITCH $4 EXHAUST FAN ® I l,.ELECT SERVICE DIMMER SWITCH $p DOOR CHIMES POM9 PUSH BUTTON 0 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI:Q SERVICE PANEL o 110V OUTLET SERVICE METER � CEILING FAN "E P" 220V OUTLET `J O 150120/2�40V LIGHT FIXTURE 4-PLEX OUTLET MBR 150A0 WALL MOUNTED x MLO SWITCHED OUTLET LIGHT FIXTURE 0 LIGHT FIXTURE 1 SPECIAL PURPOSE ® W/PULL SWITCH \PJ CEILING FAN W/LIGHT JUNCTION BOX RECESSED LIGHT A/C DISCONNECT =' VAPOR PROOF O 3# 1/0, #6, 2" C PHONE OUTLET T RECESSED LIGHT #6 CU GROUND TIED TV OUTLET FLOOD LIGHT TO BUILDING STEEL, FLOOR OUTLET c DISK LIGHT ®rfb)�_' SCONCE PREWIRE CWP AND DRIVEN � GROUND ROUND NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) 77 SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE PROJECT NAME DATE 07 / 14/2021 ENGINEER PORT ST LUCII PROP RTI S INCO C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. F. PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING ELECTRICAL W m3 1984 SW BILTMORE ST.,SUITE#114 W A 103 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I 58'-0" 13'-9" 16-0" 28'-3" ■ ■ --------------------------------------- ■Em ■ LL F-1 LL #5 REBAR FTG F-1 FTG 4"THICK(3000 PSI)CONCRETE SLAB i C) o w/FIBERMESH OR 6"/6"10/10 WWM M OVER VAPOR BARRIER ON CLEAN i -CONCRETE SLAB COMPACTED CHEMICALLY TREATED FILL 4" i F.FLOOR - - FINISH GRADE -- — - - % 4'4" 2'-0" 3' 10" 3'-11" 4 2' 3'-11" 1'-9" 7'-1" 4'-6'/2' 4'-0" 4'-0" 4'-0" 4'-0" 3'-10" 9" 4'-0" A ­T' � HOSE BIB Z N (2)#5 MINIMUM CONTINUOUS, 16 3"COVER MIMIMUM. � 3-1/2"STEP /31/2-VSTEP "' � ■ ■ ■ ■ ■ ■ ■ F 1 ■ ■ ■ ■ ■ ■ ■ ■ BEARING FOOTING �, ■ ■ SCALE: 1/2"= 1'-0" N LL � � C� co C9 co C9 REF. - ■ rnC7 LL � � LL � LL LLLL LL � rn0 N LL - LL 0 25'-5" #5 REBAR q 00 F-9 Z_ II 0 7-5/8"CURB o FTG ■ Z II F-9 FTG 25'-5" o —#5 REBAR - CONCRETE SLAB N o 4„ o _N ^i N FINISH GRADE M CONCRETE SLAB 0 Z - _ CONCRETES LAB F.FLOOR _ _ _ _ -- 4 o------- --J g �' -----J ■ CV ° RUN ELECTRIC TO ISLAND T-7" ffil III 4' 7'/z" (2)#5 MINIMUM CONllll�- TINUOUS, 0 0 3"COVER MIMIMUM. (2)#5 MINIMUM CONTINUOUS, ■ 4"THICK(3000 PSI)CONCRETE SLAB 16„ 4" 16" 4' 3"COVER MIMIMUM. o ' w/FIBERMESH OR6"/61,10/10WWM [__________ _ o OVER VAPOR BARRIER ON CLEAN o o CURB SECTION N o [OMPACTED CHEMICA LILY TREATED FILL EXTERIOR STEP L ■e LE: 1/F3 SCA2"= 1'-0" F6 F-9 SCALE: 1/2" = 1'-0" � FTG L? o = rn #5 REBAR ■ o ° °° o FrrRF CURB o _ T-8/a F 9 ■ R 0 RECESS @SHOWER v RTi 'ITLO o C�� M 'ITVARIES v FINISH FLOOR Da GRADE F9 9 M 4" - - ■ F-8 O 3-1/2"STEP FTG Z F-9 A.H O .U. FTG W N 0 > co 0 ■ H 8 N m iv LL LL o N LL LL W (2)#5 MINIMUM CONTINUOUS, ■ TILED SHOWER z0 0 3"COVER MIMIMUM. - --------------------- ______ _ ■ ■ ■ - --------------- -- ------------- ----- --- - ■ lElk MAIN E RESS Alml ■ co O— 71/2 SIEP PER FOOTING SECTION 2 0 ■ H ■ 3-1/2"STEP ■ N �° LL LL o �SHOWER/CURB/RECESS SECTION LL F8 _ N ■ 1/2"- 1'-0" w ■ PROTECTION POST IL RECESS SLAB 3 1/2" ■ q o m BELOW FINISH FLOOR b 10'-0' c/) N 4"THICK(3000 PSI)CONCRETE SLAB () 14'-8" w/FIBERMESH OR 6"/6"10/10 WWM ■ ■ OVER VAPOR BARRIER ON CLEAN W Q ■ DOREC SS SLAB 3-1/2" COMPACTED CHEMICALLY TREATED FILL BELOW FINISH FLOOR O N F-6 J u_ W 4"THICK(3000 PSI)CONCRETE SLAB LL o FTG F 9 Lu w/FIBERMESH OR 6"/6"10/10 WWM �7 ■ w w J OVER VAPOR BARRIER ON CLEAN m FTG - W In Q COMPACTED CHEMICALLY TREATED FILL ■ ____________________ _____ _______________ __ ---------------------- w _ __ ■ LL � 0 \ O \ m \ CURB HEIGHT VARIES ■ ■ -------------------- ji■ -- --------------- -- ------------ -- ■ ■ p C N O U N AROUND PERIMETER OF GARAGE v 10 N LL o LL - z C 8'0" 8'-2" 8' 0" �n ■ ■ FTG 0 N W N p F 3 W ■ ■ ■ #5 REBAR WITH 30"MIN.LAP SPLICE o w FTG ■ W 0 ■ #5 VERT.REBAR IN(3000 PSI)CONCRETE W W 7'-03/e" 1' 11%s" 5-2" 2'-10'/a' 5'-2" 1'-5%s" 4'-0" 5'-2" LL LL 4'-0" FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) ------------ ---- ------------------------------ 5W #5 REBAR WITH 30"MIN.LAP SPLICE W c 8'-0" 16'-2" #5 VERT.REBAR IN(3000 PSI)CONCRETE W BEND#5 BAR INTO SLAB+/-4' FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) #5 CONTINUOUS o #5 BAR INTO SLAB AT 4'O.C. STUCCO FINISH ■ ■ STUCCO FINISH 4"THICK CONC.SLAB n #5 BAR INTO SLAB AT 4'10 CR MESH Q CURB HEIGHT VARIES of c III%0 C0 ;0 <° (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL WE W a (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL w Q FINISH GRADE("SEE ELEVATION PLAN") M Q w ■ ■ � T (3000 PSI)CONCRETE SPREAD FOOTING ■ ■ ■ll ■ ■ ■ Z_ FINISH GRADE c) (3000 PSI)CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS q F-9 v FTG M (2)#5 BARS CONTINUOUS 16" 4'-0" 16" ■ TY 20'-8" 24'-2" 13'-2" PICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL 2'-0" 16'-8" 2'-0" OF1 SCALE: NO SCALE SCALE: NO SCALE 58'-0" MASTER SHOWER - 3-1/2"STEP FOUNDATION PLAN T SCALE : 1/4" = 1'-0" TILED SHOWER 6'-4'/8' F- PROJECT NAME DATE 07/ 14/2021 ENGINEER C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = V-0" PAU L WELCH INC. W MECHANICAL- ELECTRICAL W • PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W TBD EASY STREET FORT PIERCE DRIVE FL 34982 1984 SW SAINT LU IE, SUITE#114 A 104 O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� SUIT� 103 PORT ST LUCI� �LORIDA 34983aBLVD FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 'I I I 58'-0" 13'-9" 16'-0" 28'-3" FIELD ADDED#5 REBAR @ TOP (MIN. (1) REQUIRED) - --------------------------------------- 1 1/2" CLEAR F = FILLED W/GROUT, U = UNFILLED 2 L-5 Q w C.M.U. ; J — = BOTTOM OF LINTEL QUANTITY OF#5CAVITY Q z 8F16-1B/1T L 4 L-6 0o g GROUT 0 6'4" 3'2" 6' 7'/z' i 3' 3" 2'-9" 6'6" z FIELD ADDED#5 REBAR @ BOTTOM REBAR TOP 3'-2" 5'-1" Lo NOMINAL WIDTH QUANTITY OF#5 co (MIN. (1) REQUIRED) @ NOMINAL HEIGHT 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ACTUAL PROVIDED IN LINTEL 81, NOMINAL VARIES 3-112"STEP //31 "'S T E�P WIDTH O O O O 0 N O • • • • O O O � (7 co V uo • uo • 8F28 8F24 8F20 8F16 N 10 0 CROSS SECTIONS O ^ --------------J______________________ l 3-1/2"STEP MAIN EGRESS NOTE 3-/2"STEP CONTRACTOR TO VERIFY WINDOW& DOOR OPENING INFORMATION 0 `? OPENING SCHEDULE� 6'-3" 1'-9'/8' 4'-6" 3'-6'/4' 4'-6" CASTCRETE LINTEL 1'-9'/8' 101/2' 101/z" (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 N L-1 L-2 L 3 O 16080 OHG DOOR 192"X 96" 96" 9'-4" 17'-4" 8F16-1 B/1T 950 200 500 100 O2 6080 75"X 96" 96" 9'-4" 7'-6" 8RF14-1 B/l T 2459 850 1462 400 (1)LITE SWING DOOR 8'-0" 8'-2" 8'-0" 4'-4" 4'-6" 4'-4" O3 SH-35 54"X 63" 96" 9'-4" 5'-10" 8F16-1 B/l T 4360 850 2093 350 ® SH-35 54"X 63" 96" 9'-4" 5'-10" 8F16-1B/lT 4360 850 2093 350 o O5 SH-35 54-1/8" X 63" 96" 9'-4" 5-10" 8F16-1B/lT 4360 100 2093 100 © SH-25 38"X 63" 96" 9'-4" 4'-6" 8F16-1B/lT 6113 1200 2724 750 0 6080 75" X 96" 96" 9'-4" 7�-6�� 8RF14-1 B/l T 2459 500 1462 250 (1)LITE SWING DOOR SH-25 38"X 63-1/4" 96" 9'-4" 4'-6" 8F16-1B/lT 6113 450 2724 250 3080 O (1)LITE SWING DOOR 39"X 96" 96" 9'-4" 4'-4" 8RF14-lB/lT 5206 500 2635 250 10 SH-1-133 27-1/2" X 38-1/4" 96" 9'-4" T-6" 8F16-1B/lT 6113 100 1 3547 100 2'-4" 16'-0" 2'-4" L-1 OPENING AT COVERED ENTRY 96" 9'-4" 9'-4" 8F16-1B/lT 1843 200 1133 100 TOP OF BEAM 20' 8" 24'-2" 13 2" L 2 OPENING AT COVERED ENTRY 96" To 9'OF BEAM 9'-4" 8F16-1B/lT 1843 200 1133 100 58'-0" L 3 OPENING AT COVERED ENTRY 96" 9'-4„ 9'-4" 8F16-1B/lT 1843 200 1133 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 9-4 10'-6" 8F16-1B/lT 1533 600 914 350 TOP OF BEAM BLOCK & LINTEL PLAN L 5 OPENING AT COVERED PORCH TO 90 B1EAM 17'-4" 8F16-1 B/1 T 950 200 404 100 SCALE : 1/4" — 1 -0�� L 6 OPENING AT COVERED PORCH 96" TOP '-4" 10'-6" 8F16-1 B/lT 1533 600 914 350 PROJECT NAME DATE 07 / 14/2021 ENGINEER C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W INCO 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 1p PORT ST LUCI PROP RTI S 1984 SW BILTMORE ST.,SUITE#114 A 105 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCII, �LORIDA 34983 0. BLOCK & LINTEL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 2" VTR JL 2" N L 3" VTR A'�F '11�� JL <3' " 3 2" 2" VTR AIR J L V WC jr GAP 1-1/2" STUDDO VENT 3" --------- ------ n SHW " DW KS 2" 30 W x 8'a'H Level 1 WAS H r) 30"W x 52'H 3'0"W x 8'Q'H 3'0"W x 5'z'H 50 CFM WIC 4"Dint 11 L TU B Master Bed KitchenNook 12x8 4"Exhaust Vent 3" 2" L� 10x6 12x8 10x10 150cfm 3" WC 83 cm f 147 cm 147 cfm F 8x8 � Bed 3 ® 5„ 89cfm 5" 6„ 12x12 311 150 cfm ,.. 3„ 8x8 6° 10° 120 CFM 5„ 89cfm Pant 6"Duct Master Bath 5" F 12x12 18x18 6"Exhaust Vent\ 212cfm 4 4 10" Bath 8x40. �� 9" 6" 6" 12„ 32cfm 3 F Wd 7" 5" 10x6 Hall 110 cfm Lin 9„ 10x6 10x6 NO SCALE Laun 116cfm 116cfm zz'W x sz'H 12 x 8 FoyerGR 12 x 12 198 cfm 198cfm PLUMBING RISER H/W Garage Bed 2 DUCTS IN THE GARAGEAND 30"W x8YPH 4" DUCTS PENETRATING THE a'S"W x57'H a'S'wx5z'H WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE O CONSTRUCTED OFA MINIMUM NO. 4'5 W x 52'H 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 PLUMBING NOTES: 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. Job #: 1524 Air Calcs, LLC Scale: 1 : 130 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. Performed by Chris Bateman for: Page 1 Farinas Residence 7550 Hidden Hammock Ln Right-Suite(g)Universal 2021 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. TBD Easy St Vero Beach, FL 32966 U29 21.0.07 RS066 5) Fort Pierce, FL 34982 221.0Jun- U29 0:19 HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING Phone: 772.800.8413 ghtsoft HVAC\TBD Easy StPSL.rup LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, vickilynne@aircaics.com 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. F- PROJECT NAME DATE 07/ 14/2021 ENGINEER C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = V-0" PAU L WELCH INC. F. W MECHANICAL o ELECTRICAL W INCO PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERINGPORT ST LUCI PROP RTI S W 1984 SW BILTMORE ST.,SUITE#114 A 106 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 60' 0" 2' 0" 13' 6" 161011 281611 M Ln Ln M yVj U U U W W U U U ,� CJ1 L CJ1 Hatch Legend CJ3 CJ3 o n o CJ5 CJ5 0 9'-4" A. F. F G2 Co Lo 91- L G U Ln Co ,S, I G 1 N N N Co N M 3 ✓� U U U U < < < < < m Co mw w U U U U G1 Q < < L/ J1 U U CJ1 TRUSS END DETAIL V4 - o J3 in CJ3 Ca12 PLUMB CUT OVERHANG K> >< V5 6 a' J5 U EJ63 o Z'-' V6 N EJ7 EJ62 4-3/16" 7f 0" _ _ _ _ _ 2' 0" 2' 0" 2' " 2' 0" 2' 0" 2' 0" 2' 0" 7181 HEEL HEIGHT EJ7 0" 2' 2' 0" 2' 0" 2' 0" � 2' 0" 2' 0" 2' 0" 2' 0" EJ61 . . EJ71 r' EJ61 CJ 1 N T' EJ71 M ^ - V-0" EJ61 a' EJ2 -H� N N EJ71 9'4" CLNG EJ61 EJ2 o J EJ71 0 0 EJ61 L -4 EJ2 9'-4" CLNG M Ln rn EJ2 EJ �I EJ61 TRUSS CONNECTOR SCHEDULE Co EJ71 f1 EJ2 EJ61 V6 CONTRACTOR: PORT ST PROPERTIES CJ1 EJ71 N N N N K.- K. EJ61 v5 D1 OWNER: FARINAS RESIDENCE _ 00 N N EJ61 D2 oo U co D2 0 V4 TRUSS NOTES: > > TRUSS MFGR: BUILDERS FIRST CHOICE 1)ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. CD D2 V3 � N K2 2) CONTRACTOR TO PROVIDE PAUL WELCH INC. ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE ATTIC BOX o _ - - INSTALLING TRUSSES. m STORAGE In 11' CD M LAYOUT DATE: 07/ 10/2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. Co D2 V2 N K3 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. o CUT-SHEET DATE : 07 / 12 /2021 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS _ D2 V1 CJ1 �� CJ1 N 0 2"D3 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR `y D3 ' FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN 9'-4" CLNG xx N U w w w w w U �I? � D1 1ST & 2ND 2548 (1) MGT 3965 (22) 10d & (1) - 5/8"A.B. 2 3 D3 Co K1 1ST 1055 (1) HETA 20 1810 (8) 16d D4 0 0 I— K1 2ND 1826 (2) HETA 20 2500 (12) 16d � L1 1ST & 2ND 524 (1) HETA 20 1810 (8) 16d J3 o CJ3 VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" O `n 1 STRA AT EACH END AND 24" O.C. J1 CJ1 ALL OTHERS AT CBS EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING CoLo Lo Lo Lo Lo Lo Lo M �. � � � �s U U w w w W w w w U U 8' 0" 16' 2" 10 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/(4) # 9SD X 2-1/2" TO 2 0 20 8 24 2 13 2 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. 60' 0" 02 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) 0 (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. NOTE : FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH NOTE : ALL STRAPPING TO BE SIMPSON STRONG-TIE AS SPECIFIED. (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 F- PROJECT NAME DATE 07/ 14/2021 ENGINEER C3 PROPOSED FARINAS RESIDENCE SCALE 1/4" = 1'-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W ' 1984 SW BILTMORE ST.,SUITE#114 A 107 0 TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a TRUSS LAYOUT PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, O 0 0 0 0 PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES p @ 24" O.C. COVERED BY 19/32" @ 24" O.C. COVERED BY 19/32" N 4 PLY CDX PLYWOOD 4 PLY CDX PLYWOOD HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) (SEE NAILING DETAIL) (SEE NAILING DETAIL) 12 12 6 � 6 � o SIMPSON STRAP PER SCH. SIMPSON STRAP PER SCH. O c\l 8" X 8" BEAM BLOCK w/(1)#5 BAR z 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8" WASHER W (TYPICAL) CONT. IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE EXTERIOR CEILING TO BE O CONT. GALV. MTL DRIP AP. i CONT. GALV. MTL DRIP i STUCCO OVER WIRELATH STUCCO OVER WIRELATH cl� o OVER (PT) 1 X 2 �- o o w/ 11 GA. 2" NAILS w/ 3/8" DIA. OVER (PT) 1 X 2 �- o w/ 11 GA. 2" NAILS w/ 3/8" DIA. FRAME TO MATCH HEAD 6" O.C. OVER HEAD 6" O.C. OVER O N � � 8" BEAM BLOCK @ ° 16" BLOCK @ p - 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 1 # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" 3/8" METAL RIB LATH @ 6" 2" X 6" RS SPRUCE FASCIA W% 3000 PSI CONCRETE O.C. w/ ( 2 LAYERS OF 15# 2" X 6" RS SPRUCE FASCIA Ia O.C. w/ ( 2 LAYERS OF 15 # FELT OVER EACH ` ` FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) - 8" PRECAST LINTELS FRAMING MEMBER) o SOFFIT PER DETAIL W/ (1)#5 BAR FILLED SOFFIT PER DETAIL W/ (1)#5 BAR FILLED W/ 3000 PSI CONCRETE oa.e:e W/ 3000 PSI CONCRETE Nji GARAGE FINISH FLOOR TEXTURED STUCCO FINISH TEXTURED STUCCO FINISH (3) #5 VERTICAL REBAR TIED TO DOWEL (2)#5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK TEXTURED STUCCO FINISH & RUNNING INTO BEAM BLOCK :a.: TEXTURED STUCCO FINISH GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE IN 3000 PSI CONC. IN 3000 PSI CONC. f' (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) (3)# 5 VERTICAL DOWELS { 16" X 16" X 8" CONCRETE BLOCK COLUMN (2)# 5 VERTICAL DOWELS 16" X 16" CONCRETE BLOCK COLUMN 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" w/ 30" LAP SPLICE 77 w/ 30" LAP SPLICE EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) FROM FOOTER FROM FOOTER 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" SEE FOUNDATION PLAN SEE FOUNDATION PLAN TAPCONS AT 12" O.C. FOR SIZE & SPACING { °° CONCRETE SLAB FOR SIZE & SPACING CONCRETE SLAB PER FOUNDATION PLAN PER FOUNDATION PLAN 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" - ----a--- TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) FOOTING F-1 4 o °,� o FOOTING F-1 G o I[ HD D p: PORCH POST DETAIL FRONT PORCH POST DETAIL BATT INSULATION TRUSS BOTTOM CHORD NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE NO SCALE �1/2" DRYWALL CEILING 19/32" ROOF SHEATHING 2" X 4"TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER ROOFING UNDERLAYMENT PER PLAN 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 3 16d NAIL (TYPICAL) 211X4" "X" BRACING @RIDGE AND 6' O.C. 1/2" DRYWALL BOTH SIDES EACH SIDE OF RIDGE (TYPICAL ALL WALLS INCLUDING GARAGE) 2"X WOOD FASCIA w/ALUM. DRIP EDGE 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) SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. EXISTING FLOOR 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 TYPICAL INTERIOR NON-BEARING WALL DETAIL OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" NO SCALE CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. CEILING PER PLAN GABLE END TRUSS "A" ti 2"X4" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C. EAVE y, @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS a 3 2 3 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" (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET NAILS EMBED STRAP IN BEAM 4" 2 T 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS P.T. 2" X 8" CONTINUOUS WITH 1/2" 2 ZONE 10 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD " J " BOLT OR 1/2" X 5-1/2" WEDGE w 3 2 Z ANCHOR AT 24" O.C. WITH 2" X 2" UJIRIDGES 2 ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD X 1/8" WASHERS a Q 3 2 = ZONE �3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS Ly NOTE ROOF SHEATHING SHALL BE 19/32"THICK CDX TRUSS VERTICAL WEB JQ 2 2 PLYWOOD ROOF SHEATHING FASTENED TO GABLE END DETAIL ROOF FRAMING WITH 8d RING-SHANK NAILS NO SCALE 3 2 \ 3 3 2 3 Q (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE I ^ I REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH ROOF SHEATHING NAILING ZONE 16d NAILS AT 8 INCHES O.C. PROJECT NAME DATE 07 / 14/ 2021 ENGINEER C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = V-0" PAU L WELCH INC. o PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING ELECTRICAL W m3 1984 SW BILTMORE ST., SUITE# 114 W A 108 O TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, PORT ST LUCII, STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH a-- a FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° a CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 a 0 (SEE WATER PROOFING NOTE# 1 ) a 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS. a a ° eo ° o 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 WOOD TRIM 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 2"X P.T. WOOD BUCK WITH SEALANT PER NOTE : NAILS AT 12" O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES& 12"O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6"P.T. RIPPED MASONRY w/MIN. 1-1/4"EMBEDMENT PER TAPCONS TO BE INSTALLED BUCK INTO DOWN TO 2 X 4-1/8"P.T. w/3/16" TAPCONS PRODUCT APPROVAL PER FBC 1715.5.4.3 MASONRY w/MIN. 1-1/4"EMBEDEDMENT PER 1-1/4"MIN. EMB. 4/12" O.C. w/# 10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715.5.4.3. PRODUCT APPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1 .2) AS PER DETAILS PROVIDED 1/8" 4-1/2" 3" FOAM 3/4" NOTE : CONTINUOUS OD WATER SEALANOT PEIR WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) N 1-3/8 MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE#2) 7-5/8 CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING MORTAR OR GROUTor (SEE WATER PROOFING NOTE# 1 ) PRECAST CONCRETE WINDOW SILL DETAIL _ _ _ SET SILL IN FULL MORTAR BED NO SCALE 1/2" DRYWALL STUCCO OR DECORATIVE CEMENTITIOUS COATING 8"C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES FILLED CELL AT JAMB BLOCK(TYPICAL) CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO (SEE WATER PROOFING NOTE# 1 ) 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, 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS 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 WOOD TRIM 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 APPLY PERIMETER SEALANT CAULK 1"X P.T. WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK&WINDOW FRAME WATERPROOFING NOTE#4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12" O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SEE WATER PROOFING NOTE#6 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 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 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. SLIDING GLASS DOOR BUCK DETAIL 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. NO SCALE PROJECT NAME DATE 07 / 14/ 2021 ENGINEER PORT ST LUCI PROP RTI S INC * M3 C] PROPOSED FARINAS RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. P - O J E CT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING CAL W 1984 SW BILTMORE ST., SUITE# 114 W A 109 0 TBD EASY STREET FORT PIERCE DRIVE FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : CONCH CAY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., / I