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HomeMy WebLinkAboutPLANS(1) GENERAL NOTES PLAN INFORMATION 1) AT JOB SITE, PLANS,SPECIFICATIONS, EC THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS PROPOSED TALBOT RESIDENCEA SINGLE FAMILY RESIDENCE 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 6901 FORT WALTO N AV E . FT. PIERCE FL 34951 MODEL CUSTOM 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. GARAGE SIDE RIGHT 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE(FBC)2020, FBC 2020 ELECTRICAL SERVICE OVER HEAD RESIDENTIAL,FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY EXPOSURE 160-C 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. PLAN DIMENSIONS 52'-2"X 55'-4" AREA TABULATIONS ENERGY CONSERVATION NOTES LIVING AREA 1878 SQUARE FEET 2 CAR GARAGE 416 SQUARE FEET 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY COVERED ENTRY 60 SQUARE FEET CONSERVATION RESIDENTIAL. BACK PORCH 178 SQUARE FEET 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 TOTAL FOOTPRINT 2532 SQUARE FEET REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC.WRITT 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN EN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. SHALL VERIFY ALL DIMENSIONS ON SITE. 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. LIVING AREA VOLUME : 17527.9 SQ. FT. 5)CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. ELECTRICAL NOTES F�� � 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE Digitally signed by HIGH-EFFACY LAMPS OR HI LA A MINIMUM S OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED 2\1 DIE Paul TO BE HIGH-EFFACY LAMPS) L] El L] Ll Paul Welch Ll 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. Date. 202 1 .1 0.0 1 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT Welch5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL 14.18:36 -04'00' SMOKE DETECTORS IN THE RESIDENCE 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 ■ AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, CONSTRUCTION OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. BY , ■ 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. N PLANS AND ENGINEERING BY ■ 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PORTST LUCIE PROPERTIES 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 201 W P L BLVD NIT 1 PAUL WELCH INC . O S S U O3, ADDITIONAL NOTES PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH, P.E. REG. 29945 MODEL : (772) 336-0050 CONSTRUCTION OFFICE (772) 249-0089 1)INTERIOR TOBE'/z'DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'/2'THICK WITH(13 GAGE, 1 3/8"LONG, 19/64"HEAD; PSLPROP.CONY//�// 0.098"DIAMETER, 1 1/4"LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 5/8"LONG, 5/64"HEAD;OR GYPSUM BOARD NAIL,0.086"DIAMETER, 1 5/8"LONG,9/32"HEAD)SPACED AT 7" O.C. FOR NAILS AND 12"O.C. FOR SCREWS. 3)WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288,C 1325, C 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.(PER FRC 702.4.1 &FRC 702.4.2). 4)WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5)WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT GREATER THAN200. PLAN SHEET ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL PROJECT NAME: PROPOSED TALBOT RESIDENCE OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM INDEX STREETADDRESS: TBD EASY STREET FT. PIERCE, FL.34982 CONSTRUCTION TYPE: v BUILDING PERMIT NUMBER: OWNERS NAME: TALBOT RESIDENCE APPLICANT. PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. PERMIT NUMBER: 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO COVER SHEET CERTIFICATION STATEMENT : PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT 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 I 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 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO SHEET 1 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. ASTM C 557 FLOOR PLAN 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR SHEET 2 DESIGN PARAMETERS AND ASSUMPTIONS USED : WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT 3/16"X 1-1/4"MIN.EMBED TAPCONS PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING AT 2"/16"O.C. ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME ELEVATIONS 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS SEE ELEVATIONS + 50.0 63.0 MI WINDOWS &DOORS 185 PW FL# 15349.5 IMPACT 3/16"X 1-1/4"MIN.EMBED TAPCONS SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX /- AT 3"/14"O.C. NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SHEET 3 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A ELECTRICAL SHEET 4 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D FOUNDATION BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A STRUCTURAL NOTES 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NSA LRFD END ZONE WIDTH : 5 SHEET 5 SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: 14.25' ROOF PITCH : 6112 PARAPET: NIA FT. 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. SHEET 6 IN.EMBED.TAPCONS 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). HVAC & PLUMB. 6. COMPONENTS&CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 120/130/ 140 FL#22401.3 IMPACT (2 ROWS)1/4"XAT 6'AND 16 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE SHEET 7 ZONE 1: + 26.6 + 26.6 + 26.6 + 35.6 + 35.6 + 30.3 SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL#20468.6 IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. AT 6"/14.5"O.C. 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. TRUSS LAYOUT -47.4 ZONE 2: - 65.8 ZONE 3: - 65.8 ZONE 4: -38.7 ZONE 5: -47.7 GARAGE : - 37.0 FRENCH DOORS SEE ELEVATIONS N/A N/A N/A N/A N/A N/A SEE PLAN FOR SIZES&STEEL REQUIREMENTS. SHEET 8 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY_- NIA PSF 5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS:3"BEAMS: 1 '/2"SUSPENDED SLABS: 1 1/2"DETAILS GARAGE DOORS SEE ELEVATIONS + 55/-64 DAB 824 /811 FL# 15371.5 N/A O 5/16"X 1-( MIN.EMBED LAG SCREWS DOCK : NSA PSF DECK : NSA PSF STAIRS : NSA PSF FENCE : NSA PSF RAILING � NSA PLF/CONCENTRATED ONE PER BRACKET) 6)LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL SHEET 9 HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A MINIMUM IN BEAMS AND COLUMNS. DETAILS 8.WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. SHEET 10 ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. N/A POLYSTICK 9 UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE UNDERLAYMENT N/A N/A POLYGLASS USA, INC. FL# 5259.1 N/A APPLY POLYGLASS TU PLUS DIRECTLY TO THE ROOF DECK.DO NOT APPLY ) SHEET 11 TU PLUS TO SHINGLES OR OTHER ROOF COVERINGS.STARTATLOWEST POINTOFTHE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOT APPLICABLE EXPLAIN WHY NOT) ROOF DECK WHERE POSSIBLE.CUT THE POLYSTICK TU PLUS TO A SUITABLE, N/A WORKABLE LENGTH.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 6"MIN. 10)UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM,EVEN PRESSURE FROM THE CENTER TO THE EDGES.REMOVE THE BACKING FROM THE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C. EDGES,AND 6"O.C. REMAINING HALF OF THE ROLLAND APPLY PRESSURE. FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES GULF COAST 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING.IN ROOFING MATERIALS -65.8 -94.25 SUPPLY AND 5 V CRIMP METAL ROOF FL#33818.1 N/A WASHER IN THE RIB OF THE PANEL, 1/4"MINIMUM PANEL FASTENER#9 15 X 1-1/2"WOOD GRIP WITH SEALING 12)PROVIDE#5 CORNER BARS W/30"MIN.LAP SPLICE FOR BOND BEAM. AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED MANUFACTURING WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE PENETRATION THROUGH THE PLYWOOD.ALL FASTENERS AND BELIEF. TO BE CORROSION RESISTANT.FASTENERS SHALL BE 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 3/8" I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANEL AT 12"O.C.PARALLEL TO 0 HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19/32" NAME : CERT.#&CO. CERT.AUTH. PAUL WELCH SR., P.E. 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. CDX PLYWOOD WITH 1OD NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD. NAME : PAUL WELCH , P.E. SIGNATURE : ON PLAN 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE DESIGN FIRM : PAUL WELCH INC. DATE : NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS(2)OR MORE ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 PLIES UNLESS NOTED. PROJECT NAME DATE 06 /03/2021 ENGINEER v PROPOSED TALBOT RESIDENCE SCALE 1/4" = 1'-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL W COVER • PR R PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W 1984 SW SAINT LUCIE, IE, SUITE#114 SHEET O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : BRIDGEPORT EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. COVER PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 52'-2" HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO NOTE: PROVIDE 2 ROWS OF BEAM BLOCK BEAM FOR TRUSSES 12 FOR WALL HEIGHTS OVER 8'-1" 24'-8" 27'-6" (PER CONN. SCHEDULE) 6� 5V CRIMP METAL ROOF OVER 13'-0" 1l'-8" V-8" 3'-2" 6-0'/i' 3'-2" 5'-5'/i' 3'-2" 4'-10" POLY GLASS UNDERLAYMENT R-30 INSULATION FL#5259.1 CONT.ALUMN. MTL DRIP OVER (PT) 1 X 2 =. .. - - - - - 1/2" DRYWALL @CEILING SCREEN ROOM FOOTER L(TYPICAL) I I HOSE BIBB M 2"X 6" PRE-PRIMED = 8" X 8" BEAM BLK. 0 W/ (1)#5 BAR IN 3000 PSI I I t SH-25 SH-25 SH 25/EGRESS SPRUCE FASCIA CONCRETE FILLED CELL ■ ■ P.C.LINTEL ■ ■ P.C.LINTEL ■ ■ ■ ■ ■ ■ ■ ■ ■ T — — — — — — — — _ _ _ — — — — — — — — — — — — — — — — — °o- ■ 16"X 8"BLOCK COLUMN ■ ■ VENTED _? := 8" PRECAST LINTELS I OK © STUCCO SOFFIT.= W/ (1)#5 BAR FOR ALL p 4'-7" z 4'-6'/8' 6' 2" 2'-3" (SEE DETAIL) __�+,'�:= DOOR AND WINDOW OPENINGSLL - J I'w I I_� '._ & FILLED W/3000 PSI CONCRETE � p 14'-5'/4' 11'-6" STUCCO FINISH w to COVERED PORCH ■ 1"X 2" P.T. FURRING STRIPS L I p 8'4"TO 10'4"CEILING ■ _ @ 16" O.C. WITH FI-FOIL z I= VERTICAL REBAR TIED TO DOWEL INSULATION co Ico & RUNNING INTO BEAM BLOCK I O Q) BEDROOM # 3 o IN 3000 PSI CONC. 1/2" DRYWALL 0-1 EGRESS SH-35 3-1/2"STEP ■ ■ ■ ■ ■ ■ ■ ■ ■ FAMILY ROOM 8'-1°FLAr cEIUNG = (TYPICAL) ILL. VERTICAL DOWELS f:=_ ■ 6080/TEMPERED 10'-1"CEILING ■ w/30" LAP SPLICE 8" CONCRETE BLOCKS N SLIDING GLASS DOOR 14'-41/2' FROM FOOTER r,= ■ N WOOD BASE BOARDS SEE FOUNDATION PLAN ;a= N '/z' 2'-1'/2' 5'-9" as FOR SIZE & SPACING = = 4 CONC. SLAB (MIN. 2500 PSI) 00 w/6 X 6 10/10 WWM OR FIBERMESH N ■ 0'-0"TOP OF SLAB 6068/DBL/PKT - - - - - - 6068/BF *GRADE 4" c a -:o a a a ■ I I _ N m7ril CLOSET D• .D p• N ROD&SHELF MASTER BEDROOM WALL 2'-2" M TYPICAL WALL SECTION ■ 8'-1"FLAT CEILING TO CLG. ° ° ■ � o 9'-4"COFFER CEILING • Lu Lu ^'----- w (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) ' " KITCHEN 30"VANITY we 3O X = NO SCALE 2'-0" 8'-4" 2'-0" ' ° ni I _ i O NOTE: MAKE WINDOW SILLS � �� 5"OVER HANG ON J' 10'-1"FLAT CEILING iLU io U) FAMILY ROOM ' BATH m Q� � �cn v g -, 3'-4" x ■ DINING ROOM W' m 2868 ■ v o Z' O cn o Y, �,_ LU co z 00 cn 2 co 3 CD 0 0 N O M ■ L — — — 12-4" — — — J LIVING ROOM M; ; `----- UPPER CABINETS in 5'-8" CT 3'-8" 3'-0" 10'-1"FLAT CEILING " BEDROOM # 2 ■ °° 12 0 9'-8" 8'4"FLAT CEILING 6 cam) ■ 6-10" C° 2'-8" W.H.W/DRIP PAN 2868 ih I I WALL 9/16' &DRAIN LINE 5'-4'/z' TO CEILINGLo ■ M 2068/BF `o U) 0'/4' III FRAME IN POCKET DOOR 2' 1" z 5' 10'/z' LU 22-1/2"x 36 MINIMUM �2668 AND FACE SLIDE DOOR -------- ■ \ / OCKE - . LU bo Y ° PAN 8" 1"BRIG.WALL NL? M -2" X 6" PRIMED & PAINTED ATTIC ACCESS i I j �'p 319'-7/4 U O ° 42"HIGH WALL W/C.M. SILL = o > SELF CLOSING ■ R/S SPRUCE W.I.C. AND TEMPERED GLASS UTILITY ROOM z 5068/BF 00 - o Z ENCLOSURE 20 MIN. FIRE RATED DOOR 12' O. cC°o "� r > 8'1"FLAT �� CLOSET N 24"X 15" co CEILING DINING ROOM "' u) AHU 6"x 22" SCREENED ■ �o SWR NICHE w 6'-4'/2' [Vj iv ROD&SHELF VENTS AT 48" O.C. ROD&SHELF 10'-1"FLAT CEILING ° Q O V C UNDERGO U D v 1-115/8 \ O >¢ BY PLUMBED LINEN X-9 FOYER 8'-l"BEARING WALL o 12^TILED 10'-1"FLAT CEILING TRANSOM \HD sTUBou O ■ M. BATH BENCH =__ ONLY Lj 19'-73/4' TRANSOM B1 3-1/2"STEP P CTION STUCCO OVER WIRE LATH p 8-1"FLAT 00 SH-25 w/ SIT 6'-2" o: w/ 11 ga. 2" NAILS WITH 3/8" O ■ a CEILING " TRANSOM D1 C1 16"X 37" cf) FPL METER m — T N (2)3068 WITH FIXED C° EC"ANEL HEAD DIA.AT 6" O.C. OVER o m a R 5'-0" �Lio cn 3'- /s' TRANSOM ABOVE © TRANSOM °NO 2-1/2"X54" 3/8" RIB LATH @ 6" O.C. WITH M O LU _a N m ABOVE A IC ACCESS �� (2 LAYERS OF 15# FELT OVER o N F o /� ■ � MAIN EGRESS ■ ■ ■ ■ ■ ■ ■ (PU L DN.STAIRS) SOFFIT D E TA I L = co o 0 0 ■ ■ ■ EACH FRAMING MEMBER) _ ■ / \ OD SH-25 w/ © 2"CURB BEYOND WA L UTILITY SLAB NO SCALE 16"X 37" INSULATE WALL w/R-11 F/G ATT WC 42"X 60"TUB 0 TILED ; TRANSOM (TYPICAL) ao SHOWER ABOVE Lu M ■ ■ 3-1/2" ELOW ;z; A.COND. Q FINIS FLOOR J' 00 q ■ ■ ■ ■ ■ ■ - d; C° LIGHT m co O P.C.LINTEL EN RY ■ ATTIC p ■ E STORAGE o o � � , 11-1"FLAT CEILING SH-24TEMP. N N - --------- --------- 1'7'/z' N - - P.C.LINTEL ■ ■ ■ = w _________ SAND FLOAT STUCCO WALLS o U _ 3'-6" 20"X 26" 2 w BLOCK BASE io a ----- ----------------------- , 5'-3" 3'-2" 5' 3" 6'-6" 3'- /z' 16'3X�P6" 8" 3'-2 0 I LL COLUMNS c-' o ui 4° d GARAG E PLAN INFORMATION 8'-1"FLAT CEILING °' w (A.F.F.) ¢ � A SINGLE FAMILY RESIDENCE ■ a ■ v) 13'-0" 4'-3" 4'-3" 11' 0" MODEL CUSTOM CIL C/L W GARAGE SIDE RIGHT 12'-4" 9'-10" 10'-4" J ELECTRICAL SERVICE OVER HEAD CENTER LINE OF COLUMN 18'-43/4" HOSE BIBB EXPOSURE 160-C 13'-8" ■ 0- OA ■ o EDGE OF COLUMN ■ ■ ■ 16070/OHGD ■ ■ ■ N PLAN DIMENSIONS 52'-2"X 55'-4" 18'-10" 16-0" AREA TABULATIONS 32'-6" 19'-8" FLOOR PLAN LIVING AREA 1878 SQUARE FEET 2 CAR GARAGE 416 SQUARE FEET 52'-2" SCALE : 1/4" = 1'-0" COVERED ENTRY 60 SQUARE FEET BACK PORCH 178 SQUARE FEET TOTAL FOOTPRINT 2532 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 : 17527.9 SQ. FT. F- PROJECT NAME DATE 06/03 /2021 ENGINEER C] PROPOSED TALBOT RESIDENCE SCALE : 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W Al 01 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAIN:T LUCIE, FL 34984 PHONE (772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. FLOOR PLAN PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I +/- 20'-6" TO RIDGE 12 12 6 12 12 �6 - - - - - - -- - - - -- 6 �6 +/- 14'-3" MEAN ROOF HEIGHT BRG. HT. 11'-1" BRG. HT. 10'-1" BRG. HT. 8'-1" - -BRG_HT. 8'-1" _ _ _ BRG. HT. 8'-1" CIA 04 IN OPENING I.D. E El LIE] Ll El InEl m 1E - mm El El El L � OPENING I.D. OPENING I.D. OPENING I.D. F F.F.E. 0'-0" F.F.E. 0'-0" Z4E 21 1 E F.F.E. 0'-0" 01 FRONT ELEVATION OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. O2 B C D A LEFT E L EVAT I O N SCALE : 1/4" = 1'-0" 21 A A SCALE : 1/4" = 1'-0" A4E OPENING I.D. OPENING I.D. OPENING I.D. B-1 C A,, A,, A,, 12 6 12 12 12 6� �6 �6 BRG. HT. 10'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" N m m OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. �' OPENING I.D. O N M L K 2E AA,, A2E A21 A2E 0'-0" F.F.E. F.F.E. 0'-0" 03 REAR ELEVATION OPENING I.D. OPENING I.D. �-64] RIGHT ELEVATION SCALE : 1/4" = 1'-0" A 2E SCALE : 1/4" = 1'-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE CALCULATE ATTIC VENTILATION PLAN INFORMATION DOORS,AND SIMILAR ENVELOPE ELEMENTS. CEILING= 2532 SQUARE FEET U 2532/150= 16.88 REQUIRED VENTILATION A SINGLE FAMILY RESIDENCE OPENING AREA INTERIOR ZONE E END ZONE (NOTE#1) MODEL CUSTOM IN SQUARE FEET 214 LINEAR FEET OF 6"X 22"VENTS @ 48" O.C.= 49 SQ. FT./2 POSITIVE NEGATIVE POSITIVE NEGATIVE = 24.5 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. GARAGE SIDE RIGHT 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF 24.5 SQUARE FEET> 16.88 SQUARE FEET:SOFFIT VENTILATION OK ELECTRICAL SERVICE OVER HEAD 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF PROVIDE 6"X 22"SOFFIT VENTS(a)48"ON CENTER EXPOSURE 160-C 50 +32.0 PSF -32.OPSF +32.0 PSF -40.2 PSF PLAN DIMENSIONS 52'-2"X 55'-4" 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 7-10 AREA TABULATIONS w LIVING AREA 1878 SQUARE FEET o EXPOSURE 160-C 2 CAR GARAGE 416 SQUARE FEET COVERED ENTRY 60 SQUARE FEET BACK PORCH 178 SQUARE FEET TOTAL FOOTPRINT 2532 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 : 17527.9 SQ. FT. PROJECT NAME DATE 06/ 03 /2021 ENGINEER C] PROPOSED TALBOT RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. PROJECT ADDRESS GARAGE SIDE RIGHT MECHA CIVILI ENGINEERINGCAL W m3 1984 SW BILTMORE ST.,SUITE#114 W Al 0 2 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: pwELCHINc@AOL.coM N a PAUL WELCH P.E. ELEVATIONS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 4 201 SW PORT ST LUCI� BLVD ., 103, LUCII, ELECTRICAL LOAD CALCULATIONS PER NEC I I 1 1878 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5634 VA I I 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 rt IN 3 LAUNDRY CIRCUIT 1500 ELECTRICAL SYMBOL LEGEND 4 DRYER 5000 5 RANGE 12000 I SWITCH $ THERMOSTAT O GFI OUTLET I WP/GFI q 6 WATER HEATER 4500 I - ■ 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI 7 DISHWASHER 1200 I LIGHT IN 4-WAYSWITCH EXHAUSTEXHAUST FAN ® FLUORESCENT LIGHT 8 REFRIGERATOR 1200 I 'rN 1 V DIMMER SWITCH $D DOOR CHIMES I I V 9 IRRIGATION PUMP OPTION 1800 NJ PUSH BUTTON ❑o ALARM PAD o GARAGE DOOR OPENER IN NJ 0 0 1 � 10 MISC. 5000 WP/GFI ■ OX- 1 WP-GFI OUTLET � SERVICE PANEL o TOTAL : 40834 VA ■ CEILING FAN \ FAN, FAN 110V OUTLET (p SERVICE METER O ' 01111 LlS'HT IGHT 220V OUTLET LIGHT FIXTURE gp 4-PLEX OUTLET WALL MOUNTED � O FIRST 10 KW @ 100% 10000 SD - ■ SWITCHED OUTLET LIGHT FIXTURE O o LIGHT FIXTURE �1 REMAINDER (a�40/0 12333.6 ■ (P (p SPECIAL PURPOSE ® w/PULL SWITCH \PJ CEILING FAN w/LIGHT TOTAL I I JUNCTION BOX J❑ 22333.E RECESSED LIGHT A/C HEAT(CD 100% 10000 I I GFI A/C DISCONNECT � VAPOR PROOF O TOTAL : 32333.6 VA GFI 0 - PHONE OUTLET T RECESSED LIGHT V db \J 4 � w TV OUTLET FLOOD LIGHT 32333.6 110v&TV V SD J C_ WC Q = 134.723 AMPS USE 200 AMP SERVICE. 165"O.F.F. 110v&TV i /1 ni 0 �\mo: FLOOR OUTLET � DISK LIGHT �D� SCONCE PREWIRE 240 \ 65"O.F.F. J i , $ w SD/CO _ — u� J V NOTE TO BUILDER: 1 , 9 � ,_ ■ ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION 1 I FAN 1 FA / - S2I / OUTLETS PER NEC 210-12(b) _1 +k ----- O SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 LIGHTX N w SD ELECTRICAL NOTES z� O ■ O M f o w g \FAN 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. C)L — — — — O — LIT %� 1 = 1 2 � � I , : I 4'-9„ 1 LIGHT I 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE \ IN HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES / SD �FI SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED O TO BE HIGH-EFFACY LAMPS) J �f] 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND \ / N UNCONDITIONED SPACES. �1 S I � 'D O ■ 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT J � T /CO 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL /I ATTIC ACCESS ----Gf:f-- SMOKE DETECTORS IN THE RESIDENCE 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, � -------- DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION _ ■ ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. ■ J - - / CL 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 \ - AND 20 AMP CIRCUITS SREVING:BATHROOMS, GARAGES, KITCHENS,ACCESORY BUILDINGS, - _ o All OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. O 220V \ p \\ \ 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. db \ \ o WH \ - /12"TILED 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. �J � i \ \ STOUN OU � O ■ BENCH C7 G WP/GFI o ' \ G F I O F'--------- RE , 200a ELECT.PANEL FPL METER ® - ■ MAIN EG �J \ p ■ ■ ■ ■ ■ ■ ATTIC ACCESS \ ■ p ■■ ------------ IN\\ V I \ \\ 0 �� / � \\ UTILITY SLAB =, DISC. V ' 220V WP/GFI J ■ ■ ■ ■ ■ ■ 5'0" \ 8'-43/4' 5' 0" \ 3#3/0 IN 2" C ■ - - J ELECT. SERVICE �------------ ----- ■ O ■ w --------- --- F1 z \ ----- ---- -------- -----------------------, w w 0 v 01) z 200 120/240V � } C) 0 Lu 1 • d 200A MBR MLO ELECTRICAL PLAN SCALE : 1/4" = 1'-0" - 3#3/0, #6, 2" c #4 CU GROUND TIED TO BUILDING STEEL, - — - — - — CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE F- PROJECT NAME DATE 08/ 18 /2021 ENGINEER C] PROPOSED TALBOT RESIDENCE SCALE : 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W Al 03 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAIN:T LUCIE, FL 34984 PHONE (772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I 52'-2" 24'-8" 27'-6" SCREEN ROOM FOOTER 1'-4" 3'-10" 5'-4'/2' 3'-10" 4'-9'2" 3'-10" 4'-6" q F 4 SCREEN ROOM SLAB v FTG w LL 3'-0" w LL F 4 HOSE BIBB 1 FTG rt ■ ■ ■ ■ ■ � ■ ■ ■ ■ 1m ■ ■ ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ ■ I b RECESS SLAB FLOOR I W LL BELOW FINISH FLOOR o I ■ r I 4"THICK(3000 PSI)CONCRETE SLAB F-1 w/FIBERMESH OR 6"/6"10/10 WWM ■ F-6 FTG OVER VAPOR BARRIER ON CLEAN FTG #5 REBAR COMPACTED CHEMICALLY TREATED FILL 4'-3" 5'2'/8' 4'-0" 2'-57/8 6-10" 1' 11" F-1 ;T CURB I 3-1/2"STEP ■ FTG � II Z III #5 REBAR RECESS @SHOWER N VARIES 0 FINISH FLOOR ■ c� a GRADE =N LL LL ,i LL o � 4„ `CONCRETE SLAB �� \ _ N II F. FLOOR /' 4 co — _— o FINISH GRADE — .— — ° — — — — —° �r Ly ■ 7 3 0 $„ N 4'-8,. o, z 5 MINIMUM CONTINUOUS, El (2) # 5 MINIMUM CONTINUOUS, N � 4" (2)# 3" COVER MIMIMUM. - = 16" 3"COVER MIMIMUM. ■ �___-=J--------- ---- - ■ C 16 Q ;; WC F� BEARING FOOTING F8 SHOWER/CURB/RECESS SECTION W SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ■ W' ■ - #5 REBAR 12'-3'/8' Z II 7-5/8"CURB C? RUN CONDUIT TO ISLAND o v ■ FTG O #5 REBAR ■ 411 CONCRETE SLAB - u coo N 22' 2%8" CD FINISH GRADE �,� CONCRETE SLAB ■ F 1 0 CONCRETE SLAB F. FLOOR °'� o Eo F.F.E.0'-0" ��. 6-9" '/2 7'-0 " 5'-11Y8' ■ Lo ° (2)#5 MINIMUM CONTINUOUS, ■ LL LL 8"-1"BRG.WALL 1 16" 3"COVER MIMIMUM. 4, (2)#5 MINIMUM CONTINUOUS, f7 „ 16" 3"COVER MIMIMUM. o , , 4"THICK(3000 PSI)CONCRETE SLAB 4 o i i OVER VAPOR BARRIER ON1C CLEAN COMPACTED CHEMICALLY TREATED FILL ■ „ ---------------, I _ N � CURBSECTION W � EXTERIOR STEP ■ 1913:3 AHU N SCALE: 1/2 = 1 -0 F6 SCALE: 1/2" = 1'-0" ° I --- ------ - ■ � N C9 F-2 I A/C UNDERGf:OUN�D - ----- o F 1 8'-1"BEARING WALL 'l FTG BY PLUMBER FTG °0 \� TUB OUT OH C7 0 "TILED i _ __ - - C BENCH i ---------- .(]jtZ:12 PR TECTION�Q o: FINISHED FLOOR CONCRETE SLAB_ z m N 6'- ' N \ \ ■ o m _ s \ / N o O 2 4/8 ■ ■ ® ■ ■ ■ ■ I 4'-4'/2' ■ MAIN EGRESS ■ M 4„ CONCRETE SLAB z o o ■ ■ vv n o F. FLOOR ■ /� \\ c v ° ° . — —°— — — FINISH GRADE ° _ \\ x UTILITY SLAB ° ° °% �WCi o m - ° _ N ° ° N wQLL: n \ Tr O Z'(31 ' 19 s LL LL W Q \ ° \ r M -i N —i i W W d M H 5pEd ■ ■ ■ ■ ■ ■ w : co _j 0 C, C) —lij � co W Q cn m RECES SLAB 3-1/2' m 3 F-3 0 o (2) # 5 MINIMUM CONTINUOUS, 16" 12" INIUM o ; ; BELOW INISH FLOOR ; ; o ■ v z CESS SLAB 3 1/2" FTG W 3" COVER MIMIMUM. (2)# 3MCOVER MIMIMUM. CONTINUOUS, W F-3 LL g LL LL BE L W FINISH FLOOR - ---------- ---------- FTG W `" W W a"THICK(3oo PSI)CONCRETE SLAB INT. BRG. FTG. (STEP) SCREEN R�O.MF.00TING FOOTING F-1 a ■ Vr W U, w/FIBERMESH R 6"/6"10/10 WWM F412"TILED ---------- ---------- - 15/z ___ ______________BENCH Q Q OVER VAPOR BA RIERON CLEAN � 3'-6" � j�i �� W W W COMPACTED CHEMIC LYTREATEDFILL -------------- SCALE: 1/2" = 1'-0" W _ o SCALE: 1/2 - 1 -0 C: X N x W 9i m4'-11'/z" 3'-9" 5'-1'/2' T-0" I " '-8'/2' T-10" 3'-10" p0 °' M CURB HEIGHT VARIES I ■ �0� 13'-0" 4'-3" 4'-3" 11'-0" ■ AROUND PERIMETER OF GARAGE I I Co I I n CD 12'-4" 9'-10" 10'-4" c L� ~ o N W w co Q? HOSE BIBB LO ■ ■ o N 1'-8'/2' 1'-8%" ■ ■ ■ T-4%" 13'-8" 18'-10" 1'-6" 16'-8" 1'-6" 32'-6" 19'-8" 52'-2" FOUNDATION PLAN- SCALE : 1/4" = 1'-0" PROJECT NAME DATE 08/ 18/2021 ENGINEER E3 PROPOSED TALBOT RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W m3 PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING WPORT ST LUCII PROP RTI S INCO Al 04 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N �LORIDA 34983 a PAUL WELCH P.E. 201 SW PORT ST LUCI� FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, PORT ST LUCII� FIELD ADDED#5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR F = FILLED W/GROUT, U = UNFILLED 52-2 J QUANTITY OF#5 @ = C.M.U.24'-8" 27'-6" BOTTOMTOM OF LINTEL CAVITY ~ J U Q 13'-0" 11'-8" 1'-8" T-2" '/2 6'-0 ' T-2" 5'-5'/2' 3'-2" 4'-10" a z 8 F 16-1 B/1 T o g GROUT P.C.LINTEL P.C.LINTEL Lo Z NOMINAL WIDTH QUANTITY OF#5 • FIELD ADDED#5 REBAR @ BOTTOM REBAR @ TOP (MIN. (1) REQUIRED) NOMINAL HEIGHT 4'-0" 12 2 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ACTUAL PROVIDED IN LINTEL RAKE (VARIES) BEAM BLOCK HEIGHT 16"X 8"BLOCK COLUMN O CHANGE 20 21 BLOCK HEIGHT NOMINAL CHANGE WIDTH I ZI 11 12 13 4'-7" :I 4'-6'/a' 7'-1'/8" 6'2" 2'-3" o U I �I 119 0l I pl I col RAKE 3-1/2"STEP BEAM m C9 BLOCK HEIGHT • N CHANGE O 10 • N • M • ul • ul ue ti 14 8F28 8F24 8F20 8F16 -v CROSS SECTIONS 8'-1" BEARING HT. N NOTE : 0 10'-1" BEARING HT. CONTRACTOR TO VERIFY WINDOW& DOOR OPENING INFORMATION 11'-1" BEARING HT. L9 OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED 15 CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT N BEAM LOAD LOAD LOAD LOAD 8'-l"BEARING WALL&HEADER- 9ih O 16070 OHG DOOR 192"X 84" 84" 8'-1" 17'-4" 8F17-1B/lT 950 250 404 150 ----------------- O SH-25 38" X 64" 81" 10'-1" 4'-0" 8F8-OB/1 T 2561 100 1363 100 -------------- FIXED GLASS 2A 38" X 20" 1091, 10'-1" 4'-0" 8F12-1B/lT 4605 850 2192 400 TRANSOM O------------------ 3 SH-25 38"X 64" 81' 10'-1" 4'-0" 8F8-OB/1T 2561 100 1363 100 8'-l"BEARING WALL HDR FIXED GLASS i i 3A 38"X 20" 109" 10'-1" 4'-0" 8F12-1B/lT 4605 850 2192 400 - - - -------- TRANSOM 4A 2A i 3-1/2"STEP (2)3068 3A ® 78"X 83" 83" 11'-1" T-6" 8RF6-OB/1T 755 100 506 100 OUT SWING DOOR CK 6 O CHANGE 78" X 20" 1091, 7NGE HEIGHT O FIXED GLASS M 4A TRANSOM 11 -1 -6 8F20-1 B/1 T 3898 700 2102 400 O SH-23 38"X 39-3/8" 81" 8'-l" 4'-0" 8F16-1B/lT 6113 1300 3079 750 N MAIN EGRESS BLOCK HEIGHT CHANGE BLOCK HEIGHT © SH-H33 27-1/2" X 38-1/4" 81" 8'-1" T-6" 8F16-1B/lT 6113 200 3547 100 C O CHANGE M ~' 0 O7 SH-25 38"X 64" 81" 8'-l" 4'-0" 8F16-OB/lT 6113 200 3079 100 0 18 vJ1 0 vae io ih P.C.LINTEL N ® SH-25 38"X 64" 81" 8--l" 4'-0" 8F16-OB/lT 6113 200 3079 100 16 0 17 10'-1" 4'_p" 8F16-1B/1T 6113 2950 3079 // O9 SH-35 54-1/8"X 63-1/4" 81" 1650 «rLL 6068 PC.LINTEL 20"x 20" 10 SLIDING GLASS DOOR 74"X 79" 81" 10'-1" 7'-6" 8F40-1 B/1T 6472 1100 3508 450 5'-3" 3'-2" BLOCK BASES'3" 6'-6" 3'- ''/2' 3'-2" 8" T-2 4., 11 SH-25 38" X 36" 81" 10'-1" 4'-0" 8F40-1B/1T 11809 950 6627 400 16"X 16" COLUMNS 12 SH-25 38" X 36" 81" 10'-1" 4'-0" 8F40-1B/1T 11809 900 6627 400 13'-0" 4'-3" 4'-3" 11'4" 13 SH-25 38" X 36" 81" 8'-l" 4'-0" 8F16-lB/lT 6113 1350 3079 750 CENTER LINE OF COLUMN C/L C/L FIXED GLASS 12'-4" 9'-10" 10'-4" 14 TRANSOM 48 X 14 81 8'-l" 5'-4" 8F16-lB/1T 5365 200 2290 100 EDGE OF COLUMN O 15 SH-25 38" X 36" 81" 8'-l" 4'-0" 8F16-lB/lT 6113 200 3079 100 16 OPENING AT COVERED ENTRY 117" 11'-1" 2'-10" 8F16-1B/lT 6113 250 4460 150 TOP OF BEAM 13'-8" 18'-10" l 17 OPENING AT COVERED ENTRY 117" 11'-1" 9'-4" 8F16-1B/lT 1843 250 1133 150 16'-0" I TOP OF BEAM 32'-6" 19'-81, »>III 18 OPENING AT COVERED ENTRY 11T 11'-1" 6'-6" 8F16-1B/lT 3480 250 1880 150 TOP OF BEAM 52'-2" 19 OPENING AT COVERED PORCH 81" TO8''-l ' 9'-4" 8F16-1B/lT 1843 250 1133 150 OF FOUNDATION PLAN 20 OPENING AT COVERED PORCH 81" TOP OF FBEAM 12'-0" 8F40-1B/1T 1254 250 723 150 SCALE : 1/4" — 1'-O" 21 OPENING AT COVERED PORCH 105" TOPOpF'BEAM 12'-0" 8F40-1B/1T 3552 250 1582 150 NOTE: LINTEL 20 RAKES FROM 8F16-1 B/lT TO 8F40-1 B/lT PROJECT NAME DATE 08/ 18 /2021 ENGINEER Ll PROPOSED TALBOT RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W M3 PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING WOR S LUCI PROP RTI S INCe Al 05 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE 160 C PORT SAINTLUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. BLOCK & LINTEL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I N Level 1 F�2 x 52 H 3'U'W x 5'2'H LO'W x 52'H 1-1/2" VENT 12x8 AIR 209 cfrrl Bed 3 GAP 44"W x 52'H 50 50 CFM 2" VTR W x 80 H Family Room F 4"Duct J L 2" 4"ExhaustVent DW KS L a(Y'Wx52"H 12x12 12x12 2" VTR Master Bed 209 dm 200 dm7" J L 12x8 211 211 2„ 211 3" WC TUB T 7„ T 200 cfm 2„ V 3" 3" F � 7,. � � Hall Linen ,V 2" " VTR 2" VTR 10x10 10x10 7" 144dm 167dm Kitchen 30x18 L I I 9 3 Living Room g " 911 chr 4 Bath 4(Y'W x 1'2"H TUB IF 2" „ 4" WC 2„ 144 dm 7 7 10 x 10 911, 42 dm 711 2" W S 2" 3'o"wx5z'H � � � 167dm T 3" „ SWR 311 � 12 x 8 2 180 cFrr, 13- xr 2" 221 12x12 12x12m 180 d„ 3"14x14 MHall7" 3"100 CFM 10x6 349 cfm 14 x 14Bed 2 GO 6"Duct 31 dm 12" Pan 6"ExhaustVent F 5„ 14" SS WIC 5�� 10" 3'0"Wx52"H �" �O 4 11 6" 1 � 5" � ° Dining/Foyer � y� 6 1811 50CFM 6„ 8x8 PLUMBING RISER 4"Duct In ��, 10x6 10x6 Laund 64cfm H/W NO SCALE 4"ExhaustVent y 8x8 114dm 114dm Garage 10x6 107dm 35 ° DUCTS IN THE GARAGEAND z2"w x 3'2"H tr Clst Master Bath 3'o"w x 5'z' 3'o w x z'H DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 4" au'W x 1'3"H aCY'W x 17H FROM o""0"W x 8"H THE GARAGE SHALL BE 30"Wx4z'H CONSTRUCTED OFA MINIMUM PLUMBING NOTES: F6-u,w x 17 H NO. 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 26 GAGE(0.48 MM)SHEET STEEL,1 INCH MINIMUM RIGID 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD,OR 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. OTHERAPPROVED MATERIAL AND SHALL HAVE NO 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. OPENINGS INTO THE GARAGE 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. Job #: 1525 Air Calcs, LLC Scale: 1 : 119 Performed by Chris Bateman for: Page 1 Talbot Residence 7550 Hidden Hammock Ln Right-Suite® Universal 2021 6901 Fort Walton Ave Vero Beach, FL 32966 21 .0.07 RSU29066 Fort Pierce, FL34951 Phone: 772.800.8413 2021-Jun-10 10:52:15 vickilynne@aircalcs.com ...901 Fort Walton Ave PSL Prop.rup PROJECT NAME DATE 08/ 18 /2021 ENGINEER C] PROPOSED TALBOT RESIDENCE SCALE : 1/4" = 1'-01, PAU L WELCH INC. PROJECT ADDRESS GARAGE SIDE RIGHT MECHANICAL ENGINEERING CAL W 1984 SW BILTMORE ST., SUITE# 114 WPORT ST LUCI PROPIRTI S INC * Al 0 6 0 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103/ LUCII, 52' 2" 3RD Bi�G� 241811 27' 611 61811 61411 7' 2" 41611 4' 0" 12' 2" 0 cM N — 0) 00 I,- It — N M LO CO N CM L0 LO 'SV Lu Q Q Q 00 00 00 00 00 00 00 00 00 00 U U U U U U RAKE BEAM EJ78 Hatch Legend iv EJ72 0 5/ iv EJ77 AU 4' 5 / ' 00 10 /2" 00 11' 6" EJ7 li 'lliffIll " A. F. F >< x EJ7 EJ77 >v 1 <> >< xxx> > > > EJ7 10'- 1 " A. F. F EJ77 1 ' C G E EA EJ7 EJ76 10'- " LN EJ7 8'- 1 " A. F. F EJ75 I/ X � \ EJ7 CID EJ75 Q EJ7 EJ75 TRUSS END DETAIL , 0„ x xl)< EJ7 EJ75 n 12 EJ7 PLUMB CUT OVERHANG 6 17 EJ75 > > 0 1 ' 4" 8'-1" LNG 8,- , O 00 EJ7 EJ75 F R 5" C 4-1/2" EJ7 HEEL HEIGHT EJ75 2' ' 0" 2' " ' 0" 2' 0" 2' 0" 0 ' 0" 0 ' 2' 0" ' „ 2' 0" 2' 0" 7' 2" EJ7 ° /I A \X EJ7 N > /> M EJ7 i� EJ7 1'-0" Ln Ln EJ7 EJ7 C:) EJ6 EJ7 00 6' 6 1 2" AHU 2' 2 1/2" D5 EJ7 0'- CLN 51411 6' " o DRY R TRUSS CONNECTOR SCHEDULE EJ71 D4 1' 2 1/2" 6' 10" 04 111611 04 D3 C:) CONTRACTOR: PSL PROPERTIES 17A VNN OWNER: TALBOT RES. 0 CJ3 G1 iv O $, „ CL TRUSS NOTES: O 1)ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. TRUSS MFGR: BUILDERS FIRST SOURCE CJ 1 C'1 00N 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. - LAYOUT DATE: 07/10/2021 3)TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. G 1 8'-1" CLN G O 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND 00 co LID = N DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. w _ CUT-SHEET DATE : 07/12/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS G2 N O N N 7' 2" TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR ID POINT UPLIFT ID UPLIFT DESIGN o FASTENERS NOTES A3 1ST&3RD 1423 (1)H ETA 20 1810 (8)16d A3 2ND 3244 (1)MGT 3965 (22)10d&(1)5/8"A.B. Oz O C6 2ND 1477 (2)MTS16 2000 (14)10d X 1-1/2" 1ST 5fRG 00 N o ATTIC BOX o STORAGE r14 GABLE ENDS CONT. 267#PLF ( )HETA 20 1810 1 (9)10d X 1-112" SEE"GABLE END DETAIL" 0 1 STRAP AT EACH END AND 48"O.C. iv VALLEYS CONT. 100#PLF ( )MTS 16 1000 (14) 10d X 1-1/2"nq O 1 STRAP AT EACH END AND 24"O.C. O ALL OTHERS N AT CBS EACH <1800# (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHERS 121411 g' 10" 101411 AT FRAME EACH <1000# 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING 131811 14321611 2� 6„ 18' 10" 191811 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-1/2"TO NOTE : O SUPPORTING TRUSS AND(3)#9 SD X 1-1/2"TO VALLEY TRUSS IN LIEU OF MTS16 AS 521211 FOR MISSED TRUSS CONNECTORS AT STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24"O.C. MAX. BLOCK WALLS WITH 1175#UPLIFT OR 20 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.) LESS, PROVIDE"SIMPSON" HTSM WITH (4) 1/4"X 1-3/4"TITEN,AND (10) 10d. O (1)FGTR WITH(18) SDS 1/4"X 3"&(2) 1/2"X 5"TITEN HD MAYBE USED IN LIEU OF 3 FOR MISSED TRUSS CONNECTORS CONNECTOR AS SPECIFIED. FOR TRUSSES WITH 1175#UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS Fill PROJECT NAME DATE 08/ 18/2021 ENGINEER E3 PROPOSED TALBOT RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W m3 PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING W Al 07 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. TRUSS LAYOUT PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I 19/32" ROOF SHEATHING 0 12 ROOFING UNDERLAYMENT PER PLAN 0 0 0 0 6 O 2 X PT PRE-ENGINEERED WOOD TRUSSES (3) 16d NAILS(TYPICAL) 2"X4""X" BRACING @RIDGE AND 6'O.C. BLOCKING EACH SIDE OF RIDGE N HEAD: 3/16"X 3"TAPCONS @ 12" O.C. (TYPICAL) @ COLUMN SIMPSON STRAP PER SCH. 1l'-l" FROM 2"X WOOD FASCIA FINISHED FLOOR w/ALUM. DRIP EDGE SOFFIT PER DETAIL (� cV SOFFIT(SEE DETAIL) Z 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8" WASHER 8"X 8" BEAM BLOCK W ( )(TYPICAL) EXTERIOR CEILING TO BE W/ 1 #5 BAR IN 3000 PSI 2"X 4" LADDER FRAMING @ 12" O.C. STUCCO OVER WIRELATH 0- w/ 11GA. 2" NAILS w/3/8" DIA. CONCRETE FILLED CELL. 1/2"STUCCO EXPANSION JOINT O HEAD @ 6"O.C. OVER 8" PRECAST LINTELS Orf p 3/8" METAL RIB LATH @ 6" W/(1)#5 BAR FOR STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS 0 -' O.C.w/(2 LAYERS OF 15# OPENINGS&FILLED WITH 3/8" DIAMETER HEAD @ 6"O.C. OVER(2) LAYERS p cV 2"X 6" PT OR 2"X 8" PT BUCK (TYPICAL) FELT OVER EACH W/3000 PSI CONCRETE OF (15#FELT OR TYVAK BUILDING WRAP)OVER 15/32" ( ) ( ) ) FRAMING MEMBER) CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6"O.C. 16"X 16" BLOCK COLUMN PERIMETER AND FIELD. STUCCO FINISH w/(2)#5 BARS IN (3000 PSI) CEILING PER PLAN CONC. FILLED CELLS. GABLE END TRUSS O STUCCO FINISH 2"X4"SPRUCE OR BETTER LATERAL BRACE cV @ 6'O.C. FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12"O.C. #5 DOWELS I 30" CHORD OF TRUSSES WITH (2) 16d NAILS GARAGE FINISH FLOOR MIN. LAP SPLICE 20"X 20"X 22" HIGH EACH,AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" BLOCK BASE VERTICAL DOWELS 4 TRUSS BACK HETA 20 AT 48"O.C. WITH (9) 10d X 1-1/2" � FROM FOOTER NAILS EMBED STRAP IN BEAM 4" P.T. 2"X 8"CONTINUOUS WITH 1/2" GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE o a a °J " BOLT OR 1/2"X 5-1/2"WEDGE (16'-O' X 8'-0° & 9'-O�� X H'-O° GARAGE DOORS) ANCHOR AT 24"O.C. WITH 2"X 2" FOOTING PER PLAN X 1/8"WASHERS NOTE: 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) PROVIDE RAKE BEAM @ VAULTED GABLE ENDS 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" GABLE END DETAIL x TRUSS VERTICAL WEB TAPCONS AT 12" O.C. 16" X 16" ENTRY COLUMN DETAIL NO SCALE NO SCALE 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2"X 4"T-BRACE WITH 16d NAILS AT 8 INCHES O.C. BATT INSULATION TRUSS BOTTOM CHORD SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE jr DOUBLE 2"X4"TOP PLATE 1/2" DRYWALL CEILING PROVIDE(2)2"X12"YP HEADER w/FLITCH PLATE GLUED&NAILED 1/2" DRYWALL w/10d NAILS @ 8"O.C. STAGGERED 2" X 4"TOP PLATE OR 1-1/2"X 3-5/8" (WALLS&CEILINGS) BOTH SIDES @ DOOR OPENINGS. METAL RUNNER 1/4"X 3"TAPCONS @ 12"O.C.TO 2"X4"STUDS @ 16"O.C. 2" X 4"WOOD FRAMING @ 24" O.C. BLOCK WALL OR 1/2"X 5-1/2" SPH-4 TOP&BOTTOM EACH STUD OR 1-1/2" X 3-5/8" METAL STUDS REDHEADS @ 24"O.C. R-11 INSULATION P.T. 2"X4" BOTTOM PLATE 1/2" DRYWALL BOTH SIDES w/ 1/2" DIA. X 12"A.B. @ (TYPICAL ALL WALLS INCLUDING GARAGE) 24"O.C. OR 5/8" DIA. X 6" NOTE: REDHEADS @ 24"O.C.w/ PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. @TOP&BOTTOM PLATES @ 2"X 4" BOTTOM PLAT OR 1-1/2"X 3-5/8" METAL 16"O.C.w/ 10-10d NAILS. #5 REBAR W/30"MIN.LAP SPLICE RUNNER w/TAPCONS OR CUT NAILS @ MONOLITHIC FOOTING w/ 8"X8"CONTINUOUS CONCRETE 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) (2)#5 BARS CONTINUOUS 8"XS"CONTINUOUS(3000 PSI) CONCRETE BEAM BLOCK W/(1)-45 BAR ^� RAKE BEAM FORMED AND POURED CONTINUOUS IN(3000 PSI)CONC. W/(1)-#5 BAR CONTINUOUS FILLED CELLS t - i EXISTING FLOOR INTERIOR STEP DOWN BEARING WALL SECTION z . . -1.. . . 1 -1 . - , ­ ­ ­ 7 NO SCALE NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR 'r 5 PRE-ENGINEERED ROOF TRUSSES TYPICAL INTERIOR NON-BEARING WALL DETAIL T . I; @24"O.C.COVERED BY 19/32" PLYWOOD NO SCALE 4 PLY CDX (SEE NAILING DETAIL) 12 e - - 6 SIMPSON STRAP PER SCH. "A" y., 8"X8"XI6"CONCRETE BLOCK EAVE (MASONRY)ALL CELLS FILLED WITH CONT.GALV.MTL DRIP i EXTERIOR CEILING TO BE �- (3000 PSI)CONCRETE OVER(PT)1 X 2�I STUCCO OVER WIRELATH Q 3 2 w/11GA.2"NAILS w/3/8"DIA. 3 8"X 8"BEAM BLOCK HEAD @ 6"O.C.OVER 8"PRECAS LINTEL W/(1)45 BAR 2"X 6"RS SPRUCE FASCIA (1)#5 BAR FILLED 3/8"METAL RIB LATH @ 6" CONTINUOUS IN 3000 PSI CONCRETE W/3000 PSI CONCRETE O.C.w/(2 LAYERS OF 15# (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET ( ) FELT OVER EACH FILLED CELL 8"PRECAST LINTELS FRAMING MEMBER) 2 O 2 SOFFIT PER DETAIL W/(1)#5 BAR FILLED ROOF SHEATHING ATTACHMENT REQUIREMENTS W/3000 PSI CONCRETE 2 ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD z COLUMN PER PLAN WITH#5 BARS VERT. rExruRED srucco FINISH w 3 2 RIDGE,, w ZONE 02 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD IN(3000 PSI)CONCRETE (2)oR(3)#5 J 2 a VERTICAL REBAR TIED TO DOWEL -TEXTURED STUCCO FINISH 00 2 &RUNNING INTO BEAM BLOCK Q Q 3 2 ZONE 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD IN 3000 PSI CONC. RAKE BEAM DETAIL (AT LINTEL)nts... (2)OR(3)#5 VERTICAL DOWELS 16"X 16"X 8"CONCRETE BLOCK COLUMN 2 O ��� L9`` O NOTE FROM FOOTER w/30"LAP SPLICE OR 8"X 16"CONCRETE BLOCK COLUMN ROOF SHEATHING SHALL BE 19/32"THICK CDX SEE FOUNDATION PLAN 1 J PLYWOOD ROOF SHEATHING FASTENED TO FOR SIZE&SPACING J CONCRETE SLAB ROOF FRAMING WITH 8d RING-SHANK NAILS PER FOUNDATION PLAN a 3 2 3 3 2 3 a (PER FRC803.2.3.1) SPACED PER ZONE FOOTING F-1 DESIGNATIONS AS SHOWN ABOVE. al EAVE L_-_'P ko PORCH POST DETAIL ROOF SHEATHING NAILING ZONE NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE F- PROJECT NAME DATE 08/ 18 /2021 ENGINEER E] PROPOSED TALBOT RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL- ELECTRICAL W m3 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W Al 08 1984 SW BILTMORE ST.,SUITE#114 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCI�, �LORIDA 34983 STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH c a° \44 FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° = a CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 4 O (SEE WATER PROOFING NOTE# 1 ) a 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS. A 4 o ° v0 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" CONTINUOUS 3/4" NOTE : AD WAGER SEALA INTERIOR PER FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE#6 N 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) N MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING 1-3/8 (NOTE#2) CAULK SEAM AT WINDOW INSTALLTION 7-5/8 (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING MORTAR OR GROUT (SEE WATER PROOFING NOTE# 1 ) PRECAST CONCRETE WINDOW SILL DETAIL - - — =o o 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 ° .0 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 08/ 18 /2021 ENGINEER ohm PORT ST LUCII PROP RTI S INCO C] PROPOSED TALBOT RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. F. PROJECT ADDRESS GARAGE SIDE RIGHT MECCAL CIVILI ENGINEERING ELECTRICAL W m3 1984 SW BILTMORE ST., SUITE# 114 W Al 0 9 O 6901 FORT WALTON AVE. FT. PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE M O D E L : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I / I