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HomeMy WebLinkAboutFDOH Plans hwx GENERAL NOTES PROP E D EA L B O T RESIDENCE PLAN IN FORMATION 1 ) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS ® � AT JOB SITE, PLANS SPECIFICATIONS, ECT. A 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 7 F L 349 51 GARAGE SIDE RIGHT MODEL CUSTOM 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 ELECTRICAL SERVICE OVER HEAD RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY EXPOSURE 1G0-C CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. ...._..----.__......._......., < 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION PLAN DIMENSIONS 52'-2" X 55'-4 " AREA PER FRC 301 , FDOH in St. Lucie County AREATABULATIONs ENERGY CONSERVATION NOTES Environmental Health LIVING AREA 1878 SQUARE F.ET Site Plan Approved for Construction 2 CAR GARAGE 416 SQUARE FEET 1 ) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY Supersedes All Previous Site Plans for COVERED ENTRY 60 SQUARE FEET CONSERVATION RESIDENTIAL. OSTDS a10 & Well #:5 3265/ 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 EQUIVALENTTO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS Date: 2 TOTAL FOOTPRINT 2532 SQUARE. FEET REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE Reviewbr FILL FROM SPILLING INTO THE LIVING SPACE, COPYRIGHT REMAINS THE PROPERTY OF PORT ST 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE ACCORDANCE WITH THE REQUIREMENTS R402.4. 1 THROUGH R402.4.4, PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL 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, Me Fl 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, arrimmermir " ® � ® �,� I THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL ( 10 ) PAGES IN THIS FILE. ELECTRICAL NOTES reirriMirr E E E 0 � 1 . E 1 ) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA70) 2017 EDITION.late, '... ,J {� Y, I 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE MIMMIII E E EI Digitally S I signed e U by i���C� �t#�ti'`<s SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BEHIGHIEFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED REQUIRED ING ES gBan Paul A, Ha. 24945 TO BE HIGH EFFACY LAMPS) 4 , Paul Welch = r . i a 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND ` ' 2021 . � q 10 . 01 /,PE �,. V UNCONDITIONED SPACES. Welch Date . 202 1 . 0 R1g1 f 4) SMOKE DETECTORS TO BE 110V WI BATTERY BACK UP - ARC FAULT CIRCUIT `0SVHAL 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL 14 : 18 : 36 -04 ' 00 ' k ^tnu,u+ SMOKE DETECTORS IN THE RESIDENCE - 6) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP ENS, ACCESORY CONSTRUCTION BY ■ ■ 8) CARBON MENOXIIDHDETECTORSS SREVING: T 0 BE INSTALLED D WITHIN 10 S, GARAGES, OF ALL BEDROOMS.BUILDINGS, PLANS AND ENGINEERING OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. BY ■ 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, PORT ST LUCIE PROPERTIES PAUL VVELCH INC . 201 SW PSL BLVD UNIT 1037 - ADDITIONAL NOTES PORT ST LUCIE , FLORIDA , 34984 PAUL WELCH , P. E . REG . 29945 MODEL : ( 772 ) 336 -0050 CONSTRUCTION OFFICE : . ( 772 ) 249 =0089 1 ) INTERIOR TO BE %" DRYWALL FINISH, c pp /'� /� // 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. ''/," THICK WITH (13 GAGE, 1 3/8" LONG, 19164" HEAD ; PSLr- ROP. CO/YI 0.098" DIAMETER, 1 Y." LONG, ANNULAR-RINGED; 50 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 702AN1 & FRC 702.1 . , . E _ . _. ri 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, ; oil "--�, 5) WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT I DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE' PLANNING & DEVELOPMENT SERVICES DEPARTMENT GREArERrHAN2oo. 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 c� _ . " RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM _- PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR INDEX STREETADDRESS : TBD EASY STREET FT. PIERCE, FL. 34982 CONSTRUCTION TYPE : V BUILDING PERMIT NUMBER : 0`PT ""33. NAME : TALBOT RESIDENCE APPLICANT : " ` ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316, PERMIT NUMBER : z 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 IC 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, C13960RC1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLYADOPTEDANO 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 i DESIGN PARAMETERS AND ASSUMPTIONS USED : 3/16" X 1.1/4" MIN. EMBED TAPCONS" , PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING SHEET2 WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185SH FL # 1749941 IMPACT AT2" I16" O.C• ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE AFLAME 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 1-114" MIN. EMBEDTAPCONS SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX AT 3" / 14 D.D. NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ELECTRICAL 2• STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A MMMm SHEET 4 3. RISK CATEGORY : 1- II x III - IV _ EXPOSURE CATEGORY : B X D FOUNDATION BLOCK GLASS NIA N/A N/A N/A N/A N/A N/A 4. DESIGN WIND VELOCITY : 160 MPH 124 ASD N/A LRFD END ZONE WIDTH : 5' STRUCTURAL NOTES SHEET 5 SKYLIGHTS N/A N/A N/A N/A NIA N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT : 14. 25' ROOF PITCH : 6/12 PARAPET : N/A FT. 1 ) DESIGN LOADS IN ACCORDANCE WITHASCE 7-16. SHEET 6 - (2 ROwS) 1/4" X 1-i14" MIN. EMBED. TAPCONS 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.), HVAC Ss PLUMB, 6. COMPONENTS & CLADDING WIND PRESSURES USED : ( PSF BASED ON 10 SQ. FT. @ 10 MRH ) SLIDING GLASS DOORS SEE ELEVATIONS + / 55o MI WINDOWS & DOORS 120 / 130 / 140 FL # 22401 .3 IMPACT gTs" AND tE 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE + 26, 6 III + 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 1-114" MIN. EMBED TAPCONS A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET 7 ZONE 1 : 47 4 ZONE 2: _ 65. 8 ZONE 3: 65 6 ZONE 4: 38, 7 ZONE 5: 47 7 GARAGE : . 3740 1 AT 6" / 14.5" O.C. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, TRUSS LAYOUT FRENCH DOORS SEE ELEVATIONS N/A N/A N/A N/A NIA 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 ' N/4 PSF r5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 h"SUSPENDED SLABS: 1 %" !, DETAILS N/A N/A PSF STAIRS : N/A PSF FENCE : N/A PSF RAILING , N/A PLF ( CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371 .5 N/A 5/16" X 1-5/8" MIN. EMBED LAG SCREWS s) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL DOCK : PSF DECK : ONE PER BRACKET MINIMUM IN BEAMS AND COLUMNS, SHEETS HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A Merrier DETAILS emereemere 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES _X NO (NOTAPPLICABLE EXPLAIN WHY NOT) arrimmir7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, SHEET 10 ROOF VENTILATION N/A N/A N/A NIA N/A N/A N/A 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE NIA IS NOT PERMITED. UNDERLAYMENT N/A POLYGLASS USA, INC, POLYSTICK N/A APPLY POLYGLASSTUPLUS DIRECTLY TO THE ROOF DECK, CO NOT APPLY 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE SHEET11 N/A TUPLUS FL # 5259. 1 TO SHINGLES OR OTHER ROOF COVERINGS, STARTAT LOWEST POINT OF THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 9. ISACONTIN000SLOADPATHPROVIDED : _AYES (NOT APPLICABLE ROOF DECK WHERE POSSIBLE, CUT THE POLYSTICKTU PLUS TOASUITABLE, N/A WORKABLE LENGTH. OVERLAPSEAMS OMIN. AMDPLYFIR : E" MIN, 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND PEAL HALF OF THEE OTHEEDGES.OFF REMOVE LL AND BACKING EVEN PRESSURE FROM THE CENTER TO THE EDGES. REMOVE7HE 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 ROLLANDAPPLY PRESSURE, FIELD, OR SCREWED WITH DRYWALL SCREWS 1 .5" LONG AND 0,131 CIA, PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? MMMMMMMMM YES GULF COAST 11 ) LINTELS SHALL HAVE AMINIMUM 4" BEARING. PANEL ER INDEX AS WITNESSED BY MY SEAL , I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS 65.8 94,25 SUPPLY AND T5 V CRIMP METAL ROOF FL # 33818. 1 N/A WASHER IN THERIB 9 15 THEIPA PANEL, WITH SEALNG 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. MUM WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE MANUFACTURING 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 PANELAT 12" O.C. PARALLEL TO 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT ORTYVAK BUILDING WRAP) OVER 19/3Tt NAME : PAUL WELCH SR., P.E. CERT. # & CO. CERT. AUTH. 29945MMM STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND s" O.C. ALL PERIMETER OR ROOF CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD, PAUL WELCH INC. NAME : PAUL WELCH , P. E. SIGNA URE : ON PLAN 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS N A NUMBER EQUAL TO THE DESIGN FIRM *aDATE : _ me OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE remer ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC, CER FiFICATION NO. 29945 PLIES UNLESS NOTED. Miller Mor Miller Miller rMr Mire Mire rememir - -- Mile memer PROJECT NAME DATE : 06 / 03 / 2021 EN &6031NEER El PROPOSED TALBOT RESIDENCE SCALE : 1/411 = 1 $Mo° PAUL WELCH 1 N C . (� W MECHANICALD ELECTRICAL 1a6wfi ; rO \ / � R PROJECT ADDRESS : GARAGE SIDE RIGHT COVER , • ':CIVIL ENGINEERING p; + a Ha. '4945 ; . W 113 1984 SW BILTMORE ST, SUITE # 114 ° A 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE NI 160 C PORT SAINT LUCIE, FL 34984 �,ATE 1I N PHONE : (772) 785.9888' „/,'+� t SHEET tF i11111 nt N SHEET TITLE MODEL : BRIDGEPORT EMAIL: PWELCHINC@AOL.COM �SI(gHA( � ,"` 4FF III.. FL it 201 SW PORT ST LUCIf BLVD . , SUITS 103 PORT ST LUCII f LORIDA 34983 " ° oil 'F li ' PAUL WELCH P.E. ` COVER PAGE JOB NUMBER : FLORIDA REGISTRATION N0. 29945 PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 52141 HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO NOTE: PROVIDE 2 ROWS OF BEAM BLOCK BEAM FOR TRUSSES 12 FOR WALL HEIGHTS OVER 8'-1 " 24'-811 27'-6" (PER CONN. SCHEDULE) 6� 5V CRIMP METAL ROOF OVER 131-o" d 11 '-8" 1 '-8" 3'-2" 6'-oG" 314" 5'-51/," 3'-2" 41-1o" POLY GLASS UNDERLAYMENT R-30 INSULATION FL # 5259. 1 — — — — — CONT. ALUMN . MTL DRIP + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 /2" DRYWALL @ CEILING SCREEN ROOM FOOTER I (TYPICAL) TYPICAL HOSE BIBS 8" X 8" BEAM BLK. O 2" X 6" PRE-PRIMED r SH25 / EGRESS SPRUCE FASCIA ` ;, W/ (1 ) # 5 BAR IN 3000 PSI S -2 - ) CONCRETE FILLED CELL ■ ■ P.C. LINTEL ■ ■ _ _ _ _ _ P.C. LINTEL _ _ _ _ _ ■ ■ ■ ■ ■ ■ ■ ■ ■ • ' ■ - - - T - - - - - - - - — 16" ^BLOCK COLUMN ■ ■ VENTED X 8 _ A• 8" PRECAST LINTELS 10 �K © STUCCO SOFFIT .0 W/ 1 # 5 BAR FOR ALL 0 4'a" z 4'-s/" s'-2° z'-3^ (SEE DETAIL) @' +". DOOR AND WINDOW OPENINGS j 1 I cwi & FILLED W/ 3000 PSI CONCRETE -' p q 1 1 1a'-5Y,^ 11 '-s^ STUCCO FINISH 1 "X 2" P.T. FURRING STRIPS F w to COVERED PORCH ■ u=i Ia 8'-1 " TO 10'-1 " CEILING ■ VERTICAL REBAR TIED TO DOWEL @ 16" O.C. WITH FI-FOIL INSULATION wo I 1 ;; & RUNNING INTO BEAM BLOCK °' I i 0 O BEDROOM # 3 a IN 3000 PSI CONC. '' 1 /2" DRYWALL 0 FMASTE EGRESS SH-35 ■ ■ 3-0/2" STEP ■ ■ ■ FAMILY ROOM O ' ( (TYPICAL) '� 8'-1 " F TCEILING MPAUL WELCH RE, 1o'-t" CEILING VERTICAL DOWELS 6080 / TEMPERED ■ w/ 30" LAP SPLICE 8" CONCRETE BLOCKS SLIDING GLASS DOOR 14'4%" FROM FOOTERSEE FOUNDATION PLAN WOOD BASE BOARDS TAMP 5'-9" FOR SIZE & SPACING ) 4" CONC. SLAB (MIN . 2500 PSI ) Nw/ 6 X 6 10/10 WWM OR FIBERMESH 6068/DBL/PKTGRADECLOSEw CLOSET o G� ROD & SHELF =bR BEDROOM ( WALL ■ I 8'-1 " FLAT CEILING I TOCLG. ■ a TYPICAL WALL SECTION 9'-4" COFFER CEILING O (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) ro , i ' t 30' VANnv 1° WC w NO SCALE KITCHEN 2'-0' 8'-4" 2'-0" NOTE: MAKE WINDOW SILLS 'LL = LL Q - ' I i 10'-1" FLAT CEILING w BATH m 5" OVER HANG ON y , , �� FAMILY ROOM ¢¢ � G ■ I DINING ROOM ; ;® o G 3 -4 2868 €° Z vF ■ v 4 Y DOD m O o , N N T „ r � �z0 N ON - - - - - ¢ � T' 10Y" O I I it O O \ M N1 , , M ■ L — — — 12':!" — — — LIVING ROOM � 11 ` - - " - - UPPER CABINETS fn 5'-B" 9 3'-8" 3'-0" 10'-1 " FLAT CEILING _ _ _ _ _ BEDROOM # 2 ■ m 12 0 9'-8" ' 8'-1 " FLAT CEILING '.. ■ 6'-10° 6 0 2868 I inn W.H. wl DRIP PAN WALL 9/16' & DRAIN LINE `T TO CEILING ivn I 1 2068/BF ■ U) 'O FRAME IN POCKET DOOR 2�-1 " ' 5'AOY2" W AND FACE SLIDE DOOR - - - - - - - O ■ MINIMUM 2668 / OCKE w PAN • 8"-1 " BRG. WALL w O _ ATTICACCESS O Y O is 7/,^ N _ & PAINTED - - - - o O 42" HIGH WALL w/ CM SILL _ R/S SPRUCE V\/• I , C , D' AND TEMPERED GLASS SELF CLOSING U ILITY ROOM _ 5068IBF ■ N lro'T1 8 ENCLOSURE 20 MIN. FIRE RATED DOOR S -- - • N M ' 8' 1 " FLAT ° CLOSET , 2a"x15" DINING ROOM y N CEILING = AHU ■ , SWR N/CNE _ VrR ROD & SHELF _ •' ROD ELF ( a 10'-1 " FLAT CEILING LU 6�-`(�" o'oc 6" X 22" SCREENED ao - cUNDERGf20UI�D 1'-11 %" w F BY PLUMBER\ \ T \ VENTS AT481, O.C. Y LINEN FOYER B'-1" BEARING WALL m o 72' TILED o 10'-1 " FLAT CEILING TRANSOM HDR \ oN OU WO ■ M. BATH BENCH — ~ N 1s'-T/." TRANSOM 8t STUCCO OVER WIRE LATH 3.1/2' STEP PkC T�CTION m DO 8'-1 " FLAT - W N p ST 6,_2„ G w/ 11ga. 2" NAILS WITH 3/8" m p ■ °• CEILING TRANSOM D1 C1 16" X 37" m FPL METER m m 3 Al . 3068 WITH FIXED TRANSOM in CTOpNEL - _ _ HEAD DIA. AT 6" O.C. OVER o m N w 3' " TRANSOM ABOVE © ABOVE _ a 2.1/2 X64 \` - 3/a° RIB LATH @ 6" O .C . WITH w M LL A IC ACCESS SOFFIT DETAIL o N � �q ■ ■ MAINS RESS ■ ■ ■ ■ ■ ■ ■ (PU L DN STAIRS) 2 LAYERS OF 15 # FELT OVER ° ° / \� ■ _ ■ EACH FRAMING MEMBER) Q SH-25w/ NO SCALE _ ■ i i 16" X 37" © 2" CURB BEYOND WA L INSULATE WALL wl R-11 F/G. ATT \ \ UTILITY SLAB ai WC 42" X60" TUB ° TILED TRANSOM (TYPICAL) to SHOWER , ABOVE ■ ■ 3.1/2" SLOW i A. COND, 4 FINIS FLOOR ' too il ■ ■ ■ ■ ■ ■ EN RY ' a ' LIGHT ° N O P.C. LIMEL t , ■ ATTIC `� ■ o 11-1 " FLAT FILING STORAGE N SH-24TEMP. i:I w ' - - - - - - - - - - _ ■ 1'-7%" P.C. LINTEL ■ ■ S SAND FLOAT STUCCO.WALLS ■ 3'-6" q z 20" X 20" Y - �' +, BLOCK BASE • - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - 5'-3" 3'-2" 6'-6" 3' 1/:" 16'3X21'6" 8" 3'-2""' o , , LL q" COLUMNS ; GARAGE ; q PLAN INFORMATION ' 8'-1 " FLAT CEILING m B (A. F.F.) A SINGLE FAMILY RESIDENCE ■ , ■ m 13'-0" 4'-3" 4'-3" 11'-0" o � MODEL CUSTOM CIL CIL w GARAGE SIDE RIGHT 120-4" 9'-10" 10'-4" ELECTRICAL SERVICE OVER HEAD CENTER LINE OF COLUMN " 18'-0'/." i HOSE BIBS E OF ■ 8 ' ■ q EXPOSURE 160-C EDGE OF COLUMN ■ ■ ■ 16070 / OHGD ■ ■ ■ a 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 '-O" 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 VERIFYALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 17527. 9 SQ. FT. PROJECT NAME : DATE : 06 / 03 / 2021 ENGINEER PROPOSED TALBOT RESIDENCE SCALE 1 /4" = 1 '-0" PAU L WELCH INC . b C ! �:.; W PROJECT ADDRESS : GARAGE SIDE : RIGHT MECHANICAL ELECTRICAL x ? wa� � *s 0� .y II,I • 7 CIVIL ENGINEERING = * i H4. 29945 + r A l 01 1984 SW BILTMORE ST, SUITE # 114 i r Q 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 f r ■�■ PHONE : (772) 785.9888 '9,� STATE OF '� SHEET TITLE : MODEL : BRIDGE PORTCUST. " riOR7�11tore EMAIL: PWELCHINC@AOL,COM CYflALv 201 Sw PORT ST LUCID BLVD . , SUITI 103 , PORT ST LUCII , FLORIDA 34983 a FLOOR PLAN PAGE JAB NUMBER : FLORIDA REGISTRATION NO, 29945 „t11 f'1}1r F�BRG . TO RIDGE Iz 1� 12 6 � 12 - - - - ' - - - - - - b � 6 � 6 MEAN ROOF HEIGHT11 '-1 " BRIG . HT10'-1 " - - - _ - - - - - - - - BRG . HT. 8'-1 " BRG. HT. 8r_1r, - - - - - - - - - �� � ® ® - - - - - - - - - - - BRIG . HT. Sr_1rl c JI OPENING ID. ® m ® ® ..-- • • - - --••- -•- •—• m E 02 B � In LAC] m El 1 E m m mm m u m u m [A ■ OPENH G I . D. OPENG G LD . OPENING LID , FIRE O'4' m I�U U�I IL FEE O'-0" z z21 1E - - - - - - - - - - - - - - - - FIRE Or_0rr ui li unwr JJM gnpq nylpuxxp rm!ur ! l to rof fPurgUcr, r'ulmqu trx Ti ° j OPENING I . D. OPENING I .D. OPENING I.D. OPENING LD . S1u:(1 1 . 1 + ( t u�nm1, t !u�mn WR al{xruu a nx-m M Il II NINIIUtIbt�ISiI Ifl M �iW{41Nf1! Wi (N1 At11� 1. 1tIU OtM ( 11, 111tllAllUV�F !�{{���N 1ll!IO}UigIM SCALE : 1 /4" = V-011 21 21 21 4E SCALE : 1 /4" = 1 '-0" OPENING D. OPENING LD. OPENING LD. B-1 C•1 D•1 11 11 11 12 b � 12 12 12 to � � to � to BRIG . HT 10'-1 " ILI TV BRIG. HT. &A " BRIG . HT. 8'-1 " - - - - - - - _ r m ■ it OPENING I. D . OPENING I .D. OPENING I.D. OPENING LD. ? OPENING LD. all O N M L m K 2E 11 2E 21 2E — - — — - —0' 0_F.fi.E_ F. F. E. 0'4' rlttnst I I uni Iflui nr imrn!, a wnnl! uI uluinlm Im ,r n I ,ppu{{`` OPENING I .D. OPENING I. D. p +nl c9 P mnn n 1nm11( ml u+rs , . wxapw rw!nfmt t to taunr ur,{ 1I Of Au iffrirotuir�l HIM �ri1 iI,1 - . F� l✓ �i . in 11. [� tNT0 !� A!t 4rnaw, Innii1OI ttillfii!!UlltflAf ir1! Iili'ft SCALE : 1 /4" = V41 21 2E SCALE : 1 /4" = V-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 IQ INTERIOR ZONE Q END ZONE (NOTE #1 ) A SINGLE FAMILY RESIDENCE OPENING AREA 2532 / 150 = 16.88 REQUIRED VENTILATION MODEL CUSTOM `O 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 Q 10 +35,6 PSF -38J PSF +35.6 PSF 47.7 PSF 24,5 SQUARE FEET > 16.88 SQUARE FEET : SOFFIT VENTILATION OK ELECTRICAL SERVICE OVER HEAD z 20 +34. 1 PSF -37,0 PSF +34, 1 PSF -44.5 PSF PROVIDE 6" X 22" SOFFIT VENTS & 48" ON CENTER EXPOSURE 160-C 0 50 +32.0 PSF -32.OPSF +32.0 PSF 4042 PSF PLAN DIMENSIONS 52'--2" X 55'-4" 40 100 +30.3 PSF .33.3 PSF +30.3 PSF .37.0 PSF 1. DESIGN PRESSURES PER ASCE 7-10 AREA TABULATIONS iu LIVING AREA 1878 SQUARE FEET z 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 El PROPOSED TALBOT RESIDENCE SCALE 1 /4" = 1114" PAUL WELCH INC . s +r"" W MECHANICAL o ELECTRICAL R� � +£E )1 ��, PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING ; f Al O2 1984 SW BILTMORE ST, SUITE # 114 O 6901 FORT WALTON AVE . FT, PIERCE , FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 S Fill PHONE : (772) 785.9888 %oft STATEmill GF F e c SHEET TITLE MODEL : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.COM y i� it k10oil� N a ELEVATIONS PAGE JOB NUMBER : PAUL WELCH P.E. 201 SW PORT ST LUCRE BLVD . , SUITI 103 , PORT SIT LUCII , f LORIDA 34983 FLORIDAREGISTRATIONN0, 29945 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1878 SQ. FT AT 3 VOLT AMPERES (GENERAL LIGHTING) 5634 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 IF ■ ■ ■ ■ • ■ • • 3 LAUNDRY CIRCUIT 1500 ELECTRICAL SYMBOL LEGEND 4 DRYER 5000 5 RANGE 12000 SWITCH $ THERMOSTAT T� GFI OUTLETI I 6 WATER HEATER WBFl 4500 I I ■ 3-WAY SWITCH $3 SD/CO DETECTOR ( GFI 7 DISHWASHER 1200 I 1 ■ ® FLUORESCENT LIGHT 4-WAY SWITCH EXHAUST FAN I 1 LIGHT a 8 REFRIGERATOR 1200 I I � � IN ' DIMMER SWITCHo DOOR CHIMES 9 IRRIGATION PUMP OPTION 1800 I I ■ GARAGE DOOR OPENER PUSH BUTTON El ALARM PAD o 10 MISC. 5000 ■ I WP-GFI OUTLET WPIGFI SERVICE PANEL ■ CEILING IF TOTAL : 40834 VA IF\ FAN, / FAN 110V OUTLET (p SERVICE METER U L1ftiT IGHT 220V OUTLET LIGHT FIXTURE LJ x I �D 4-PLEX OUTLET yP WALL MOUNTED / FIRST 10 KW @ 100% 10000 LIGHT FIXTURE I —y ■ SWITCHED OUTLET REMAINDER (a 40% 12333.6 • I I SPECIAL PURPOSE ® W/PULL SWITCH HT FIXTURE \PJ CEILING FAN W/LIGHT 3 .6 IF JUNCTION BOX TOTAL 2233 RECESSED LIGHT �R A/C HEAT is 100% 10000 I A/C DISCONNECT a GFI VAPOR PROOF P� TOTAL : 32333.6 VA GFI RECESSED LIGHT `� IFFIFF PHONE OUTLET T I 1 - " " " " ` D ,1 3 TV OUTLET G j FLOOD LIGHT 32333.E 134.723 AMPS USE 200 AMP SERVICE . 11ov & TV `"J I \ 165" O.F.F. 11ov & TV I 11 W SD/CO _ V N FLOOR OUTLET DISK LIGHT `OJ SCONCE PREWIRE 240 • I I 1 I w , ® NOTE TO BUILDER: W ; _ 9 ■ ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION I FAN ( 0 � / � OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 LIGHTI I / , / ; I, ` & ELECTRICAL NOTES �^JJ ■ — —� — � AlL2 / \FAN 1 )ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. — — _I — � L�HT � � - - - ` LIGHT 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ' I • HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES FI SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED 4� TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND iv UNCONDITIONED SPACES. _ �D j 1 1 \ _ I ■ 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT CO I I �H 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL anlcaccess ' - ' - {3Ft - - ' SMOKE DETECTORS IN THE RESIDENCE `PJ p 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. ■ J l o LL 7) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 - --� , 3 AND 20 AMP CIRCUITS SREVING: BATHROOMS, .GARAGES, KITCHENS, ACCESORY BUILDINGS, -- O3F - oAHU OUTDOORS, OR WITHIN 72" OF 'EDGE OF ANY SINK, Ja8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. / , 2Q20V \� \ 41 _ 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. \ ` J - — IF TUB ou 0 W�� ■ 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 12' TILED ONLY U! BENCH \ \ ( n 81i' WP/OFI - / ' GFI o \ � GFI _ - - - - - - - - - - - � 200abl €LECT PANEL FPL METER - ■ MAIN E RE ■ ■ ■ ■ ■ ■ ■ ATTIC ACCESSIF r • i � , V ( \ IF UTILITY SLAB u / DISC. i / , t IF @E 220V ■ • WP/GFI IN MI 10 ■ I JOIN , • ■ ■ ` J � IN ` ELECT SERVICE - - - - - F 4 Lu LL� 1 W \ I „EP„ i °z 200 120/240V L) O 2 1 i1 ■ ■ < MBR 200A , MLO ELECTRICAL PLAN SCALE : 1 /4" = 1 '-0" _ ` " ' " ' 3 # 3/0, # 6, 2" C \ J l / - — - # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND IF OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE DATE 08 / 18 / 2021 PROJECT NAME ENGINEER U PROPOSED TALBOT RESIDENCE SCALE : 1 /4" = 1 '-0° PAU L WELCH INC . «'^'' W MECHANICAL o 4� G �` W ELECTRICAL '°~X �4p'' ' �SIt c,'�"f PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING "~Id, + No. 29945 1 r POR T S N1984 SW BILTMORE ST, SUITE # 114 T ST LUCI [ PROP R I I Ce a 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 e r r A 1 0 3 PHONE : (772) 785-9888 SHE ET TITLE M O D E L : BRIDGE PORT CUST EMAIL: PWELCHINC@AOL.coM �51 � ' N 201 SW PORT ST LUCID BLVD . SUITS 103r PORT ST LUCI [ ,, IFLORIDA 34983 a ELECTRICAL PAGE JOB NUMBERFLORIDA REGISTRATION NO, 29945r 521_2„ 240.811 2711 SCREEN ROOM FOOTER 1 '-4" 3'-10" 5'-41/:" 3'-10" 4'-9%" 3'-10" 4'-6" 'If FrG 41VI SCREEN ROOM SLAB P4HOSE BIBS FTG ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ in I RECESS SLAB 3.1/2" 4 � I u. BELOW FINISH FLOOR ti a LL 0 I n I 40 THICK (3000 MESH R CONBill6 10110 A IM ■ F-6 F-1 wi OVER VAPOR B R BARRIER B" ON CLEAN #5 REBAR FTG OVER VAPORBARRIER ON CLEAN FTG Ij COMPACTED CHEMICALLY TREATED FILL II 1 4141 5'-2%" 4'-0" 2'1 WNW, 1'-11 " p_q v CURB 3-1/2" STEP ■ FTG z u u ECESS @ SHOWER ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � - #5REBAR ■ `o VARIES FINISH FLOOR N � ■ �' " R a �' 411 II CONCRETE SLAB GRADE 411 M LL LL — N F. FLOOR - - - - - NNI F 1 ■ FINISH GRADE /° e — — — / ^ ' _° J' � n FTIN G .; T 3 ` 811 ■ ° ffNNNNNNNNL Z N z . . . (2) # 5 MINIMUM CONTINUOUS , N - 16" (2) # 3" COVERMIMIMUMOUS, 3" COVER MIMIMUM . � - - - J - - - iV 16" IN INNINI ININNI -J6JJ �"' BEARING FOOTING SHOWER/CURB/RECESS SECTION c°� a F1 SCALE: 1 /2" = 1 '-0" F$ SCALE : 1 /2" = 1 ' 0" ■ W � �� � ■ �+ #5 REBAR 1211 9 RUN CONDUIT TO ISLAND " Z II 7-5/8" CURB v I c FTG 0 III #5 REBAR ■ NNN- ■ CONCRETE SLAB V u 22'-2'/," FINISH GRADE ll 4 °. M 4 v F 1 0 — - Z —. _ CONCRETE SLAB CONCRETE SLAB a . F. FLOOR ZO rJ ■ FTG `� °, /° ° — — — F.F.E. O' 0" too 6,_9„ 7'"O'h" 5',4, 13' 1 �„ ;' (2) # 5 MINIMUM CONTINUOUS, ■ i i N O 8"-1 " BRG. WALL M 16" 3" COVER MIMIMUI41. 4 LL � (2) # 5 MINIMUM CONTINUOUS, \ 4• THICK (3000PSI) CONCRETESLAS All 16 3" COVER MIMIMUM. C -1O\I ' ' w/ FIBERMESH OR e'/ e' 10/tO VJWM V �/ I I OVER VAPOR BARRIER ON CLEAN ■ CURB SECTION C: II COMPACTED CHEMICALLYTREATED FILL N (D • - - - - - - - - - - - - - - - ; ; ,� ,� � EXTERIOR STEP a i 3 ; ; N 5'-3" F3 SCALE : 1 /211 = 1011 F6 _ I I I AHU It N SCALE : 1 /2 1 '-0" IN OilFF IIt _ - - - - - - - - - - - - 0 8'-1 " BEARING WALL ti FTG I BV PLUMBER. - 4 F 1 , - - - - - - - - - - I- I \ \` TUB OU WH I O V• FTG ) , N r� ' _ _ _ _ _ _ _ _ _ _ _ ; I ONLY O C R pp )++, YET E,��yy{{ _ \ tIIPo�11� IS CH)i (.I i'. I rm W If y 141.1, r � NIN,N LL G PJkgTaCTION FINISHED FLOOR ONCRETE SLAB. Z m ■ { Id � � I 61. 11 v — N114 5 m jh°liN IIIl iir I \ \ ■ o� N CONCRETE SLAB o W 2 4�,1I �1 � f , i 4' ni" -�i^ 4,1 m 1 1r t, )1+' I!! it ■ MAIN E RESS ■ ■ ■ ■ ■ ■ ■ — — — — — — N IN = / tlrllt IINfi I . ■ ■ \ \ c v 1 ° •� .° ° — — — — _ FINISH GRADE � ° . ° F. FLOOR v - I # Is yll r ■ r t , 7 � � I \ \ DO UTILITY SLAB > \ ° ( II CD ' il ltl�> n I i \ CW� LLli � 1 H � IY k W CBI I m C W40 q / M2, ; I �x� IUd " n o zI I ;u W w ' M " ■ -..-' 7hE ulflYl" + Ike ■ N p1 I `� m JE w o F01 w IRECES SLA63.1/2" u- ' "/ m �+ N F3 o (2) # 5 MINIMUM CONTINUOUS , 12 (2) # 5 MINIMUM CONTINUOUS, ELOW INISFI FLOOR ■ FTG W 3" COVER MIMIMUM . 16,t3" COVER MIMIMUM. CESS SLAB 3-1/2"of ZVIg, 7y„ N N ICI - - - _ I F-3 . u, I., BEL WFINISHFLOOR II ,!flr f ; ,I{�,,, I+ ,I (Ij}" �Ii � _ _ . FOOTI GF-1 - - _ _ - - _ Q� . �G ° ° `' ° V,M ■ o (STEP) SCREEN ROOM FOOTING 4 THICK (300 Sq CONCRETE SLAB e- - - - _ - 1 W W LU w/ FIBERMESH R6"/ 6" 70/70 INT. BRG . FTG . STEP I�It fl� ❑ ❑ O OVER SCALE 1 _ F4 LL,� 1 O VAPOR BARRIER ON CLEAN 3'"6" Ih t�l'tl I'II �SP�D ig(s�;111ill q 15y W W W COMPACTED CHEMICALLY TREATED FILL /2" — 1 ' O" SCALE 1 /2 = V 011 5�I + r , �ll jq� „, I����fl Ali U) — — — . . . . . . - - — ) — �Ii l a'h�' I iijII;I#I Not l�;il� 1111111 � ( 4 I m 4 " It xl� �,�I uu IN 91Ii�it Eh, 4'-111/2" 3'-9" 5'-1 %" 71.0�, 1 ,_ �, �.8%" T-10" 3'-10" I111 Ii,, ' t� s 9 �„ q . ill fdI I �I, {I � lIIII I I�{Id ' CURBHIM HTVOF S ■ F Ii'lui! I11 OIII (I'' j ! �I }I{ ■ i AROUND PERIMETER OF GARAGE I �� ( }� I {,r 131-0„ 4,_8„ 4,-3„ 11,-0„ M ;IIry hsl 4 i _ II I, I� dq 'I 121-411 9'-10" 10' 4" c u q I,t t11 ,il �1 ( 4 �6� � {rt' �I !al) � ;�iUll1:. :Q i ' w -I BIBB In IIIuII� , • jHOSE fsr71)Ilf?C11fI{1`.ili �III' ,LIfIII!I$N''IP:� 131.81� 181_1011 11-611 161_8" 11I 321.6„ 191.8,1 62'-211 FOUNDATION PLAN SCALE : 1 /4" = 1 '-0" PROJECT NAME DATE ° 08 / 18 / 2021 ENGINEER Sit'• CI PROPOSED TALBOT RESIDENCE SCALE : 1 /4" = 1 '-o° PAUL WELCH INC • 'p � c ,A037 W W QfJcCra� yS C� ARAG E SIDE RIGHT MECHANICAL o ELECTRICAL # f Ny 299a5 � � r PROJECT ADDRESS CIVIL ENGINEERING W Al 04 3 1984 SW BILTMORE ST., SUITE # 114 9. � c r O 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 yt srw:E M PHONE : (772) 785-9888 '�'+,t:'"I, `,� 6R1dM,� M O D E L : BRIDGE PORT COST EMAIL: PWELCHINC@AOL.COM A}Ra4 " ' , N SHEET TITLE SW IJ�I lufllhl201 POR1 S1 LUCIf BLVD . SU11f POR1 S1 LUCID fIORID �I 34983aFOUNDATION PAGE JOB NUMBER : FLORIDAREGISTRATIONN0. 29945 FIELD ADDED #5 REBAR @ TOP (MIN , (1 ) REQUIRED) 1 1 /2" CLEAR F = FILLED W/ GROUT, U = UNFILLED x 52'4" —' w QUANTITY OF #5 = C. M. U . BOTTOM OF LINTEL CI 24'-8" 2T-6" VITY J a 13'-0" 11'-8" 1 '-8" 3'-2" 81-0:4" 3'-2" 5'-5%" 3'-2" 4'-10° If GROUT 8F16- 1B/ 1T P.C. LINTEL P.C. LINTEL Z in • FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH QUANTITY OF #5 T m (MIN. ( 1 ) REQUIRED) NOMINAL HE REBAR @TOP 417`6 • - 4'-0" 12'-2 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION _ ACTUAL PROVIDED IN LINTEL RAKE 8" (VARIES) BEAM BLOCK HEIGHT 16" BLOCK HEIGHT X 8" BLOCK COLUMN O NOMINAL CHANGE 20 21 O CHANGE WIDTH I OIIt11 O 13 4'-7" �1 4'-6%" 7'-1 '/0" It 6'-2" 2'41 12 F I �I 19 0l 1 OI i RAKE ml s-tn" STEP BEAM - n • III °J BLOCK HEIGHT O O a CHANGE 9 10 • • N O (' 8 • • • • O F 14 8F28 8F24 8F20 8F16 CROSS SECTIONS . 8'- 1 " BEARING HT. NOTE 10'4" BEARING HT CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION I 11 '- 1 " BEARING HT OPENING SCHEDULE q CASTCRETE LINTEL M (CONTRACTOR TO VERIFIt) BETWEEN OPENINGS Y LINTEL SAFE APPLIED SAFE APPLIED 15 N OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT N CODE OPENING OFBEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD `. 8 -1 " BEARING WALL & HEADER ;h 0 16070 OHG DOOR 192" X 84" i 84" - 8'-1 " 1714" 8F17-1B/lT 950 250 404 150 -- r - - - - - - - - SH-25 3811X64" 81 " 10'-1 " 4'-0" 8F8-OB/1T 2561 100 1363 100 - - - - - - - - �., 1 1 zA FIXED GLASS TRANSOM 38" X 20" 109" 10'-1 " 4'-0" 8F12-1B/1T 4605 850 2192 400 ; - - - - - - - - O SH-25 38" X 64" H1 " 101-1 " 41-0" 8F8-0B/1T 2561 100 1363 100 8'-1" BEARING WALL ; ; FIXED GLASS 10'-1 " 4'-0" 8F12AB/1T 4605 850 2192 400 NOR ; ; 3A 38" X 20" 109" . - - - - - - - - - - • TRANSOM 4A 2A 3 7/2' STEP (2) 306a SA ; ; ® OUT SWING DOOR 78" X 83" 83" 11 '-1 " 7'-6" 8RF6-0B/1T 755 100 506 100 " EIGHT 3 O FIXED GLASS CHANGE M © i 4A TRANSOM78" X 20" 109" 11 '-1 " 7'-6" 8F20-18/1T 3898 700 2102 400 It RESS MAW E O SH-23 38" X 39-3/8" 81 " 8'-1 " 4'-0" 8F16-1 B/1T 6113 1300 3079 750 w BLOCK HEIGHT If CHANGE O5 BLOCK CHANGEEIGHT © SH-H33 27-1 /2" X38-1 /4" 81 " 8'-1 " 3'-6" 8F16-1B/lT 6113 200 3547 100 :)Fjw / O7 SH-25 38" X 64" 81 " 8'-1 " 4'-0" 8F16-0B/1T 6113 200 3079 100 °�J m q 18 Y .� S N P.C. LINTEL ® SH-25 38" X 64" 81 " g'_1 " 4'-0" 8F16-OB/1T 6113 200 3079 100 16 0 %u 17 O 10'-1 " 4'_p" 8F16-1B/1T 6113 2950 3079 9 SH-35 54-1 /8" X 63-1 /4" Si " 1650 - Il//Illl yP��. INTE�I sosa 29" X20" 10 SLIDING GLASS DOOR 74" X 79" 81 " 10'-1 " 7'-6" 8F40-1B/lT 6472 1100 3508 450 5'-3" 3'-2" BLOCK BASE 6'-6" 3' Y" 3'-2" 8" 3'-2"1O 4„ 11 SH-25 38" X 36" 81 " 10'-1 " 4'-0" 8F40-1B/1T 11809 950 6627 400 16" X 16" COLUMNS ; 1z SH-25 38" X 36" 81 " 10'-1 " 4'-0" 8F40-1 B/1T 11809 900 6627 400 13'-0 ' 4'-3" 414" 11 '-0" 1s SH-25 38" X 36" 81 " 8'-1 " 4'-0" 8F16-1 B/1T 6113 1350 3079 750 CENTER LINE OF COLUMN FIXED GLASS 12'-4" s'-1o° 1o'-a° ' 14 TRANSOM 48" X 14" 81 " g'_1 '� 5'-4" 8F16AB/1T 5365 200 2290 100 EDGE OF COLUMN O 15 SH-25 38" X 36" 81 " 8'-1 " 4'-0" 8F16-18/1T 6113 200 3079 100 1s OPENING AT COVERED ENTRY 117" 11 '-1 " 2'-10" 8F16-1B/1T 6113 250 4460 150 TOP OF BEAM 18'-10" 17 OPENING AT COVERED ENTRY 11To 11 '-1 " 9'•4" 8F16-1B/1T 1843 250 1133 150 16'-0" TOP OF BEAM � n 32'"6" 19'-6" 18 OPENING AT COVERED ENTRY 117" 11 '-1 ° 6'-6" 8F16-1B/1T 3480 250 1880 150 TOP OF BEAM 52'-2" 1s OPENING AT COVERED PORCH 8'-1 „ 9'-4" 8F16-1B/1T 1843 250 1133 150 81 " TOPOFBEAM FOUNDATIONPLAN 20 OPENING AT COVERED PORCH 81If TOP 01A11 12'-0" 8F40-1B/lT 1254 250 723 150 _ , 2t OPENING AT COVERED PORCH 105" TOP1OFF'BEAM 12'-0" 8F40-1B/1T 3552 250 1582 150 SCALE 1 /4„ 1 ,-0': NOTE: LINTEL 20 RAKES FROM 8F16-1B/1T TO 8F40A B/1T PROJECT NAME : DATE 08 / 18 / 2021 ENGINEER Ali 0,10" El PROPOSEDTALBOTRESIDENCE SCALE : 1 /4" = 1 '-0" PAUL WELCH INC . s}, ' CW , . #' "4.w E�" " 1w . of MECHANICAL ELECTRICAL 4 � W x PROJECT ADDRESS GARAGE SIDE : RIGHT CIVIL ENGINEERING = + + !la '9513 ' Al 05 PORIT T C I PRO S N 1984 SW BILTMORE ST., SUITE # 114 xL U p R T I r s 0 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 zt ; srele OF +� SHEET TITLE MODEL BRIDGE PORT COST PHONE : (772) 785•98e661 „r""66p. 14T' $.. EMAIL: PWELCHINC@AOL.COM 4 `� `ltl'NAk�E ..r Y 1, LL 201 Sw PORT ST LUCII BLVD . , SUIT 103 , PORT ST LUCIE , f LO RIDA 34983 BLOCK & LINTEL PAGE JOB NUMBER : FLORIDA PAUL WELCH PIE. REGISTRATION NO, 29945 N Level 1 1 - 1 /2" 30'W x 52'H 3a'W x 52'H 30"W x 52'H VENT 12x8 AIR 209 � Bed \CHAP IF 4'4'Wx52'H M`WxW'H Family Room F 4 Ductt 2" VTR „ 2 4"ExhaustVent �--� DW KS L 12x12 12x12 2° VTR MasterBed 209dm 200dm 7 " „ � L 2 3o'w x 5z'H „ 12x8 3�� 2 T 7 „ 4 200crm 2„ 3�� 3�� 2 WC 2�� TUB 7 1ox10 Hall Linen 7 , 2 10x10 y V " 1`4 �' 167dm Kitchen 30x18 L L � L 3" VTR iL 2" VTR 911 dm 9 3° Living Room q " Bath 4�'wx12'H TUB 2 " 9 " q „ � � � ;VVCi .zn 10x10 144dm 7 „ 7 ° 10x10 91 x4 7112° W " 42 S 2 30"Wx52'H e- 167dm 12x8 '3" 2" SWR 3 „ -► e- -s 180dm 3" 3,f 2°4 12x12 ;12x12 221 dm 80 dm 3�� 14x14 MHall 7 " 3" 100CFM 10x6 349dm 14x14 Bed G� 6" Duct 51dm 12 Pan 6"ExhaustVent 5 14 " O �j5 �y 4" WIC 5 „ 0 " L 6;3 6 " ZIFF 616 Dining/Foyer .i 16 " 18 ' 50CFM ;n 5 „ 6 „ F Laund 8x6 ;Isla , PLUMBING RISER NO SCALE 4" Duct 10x6 10x6 64c(m 4"ExhaustVent fIFF 8x8 114dm 114dm Garage Hnu„' 10x6 107dm 6 „ 10 DUCTS IN THE GARAGEAND 22'Wx32'H trast MasterBath 37Wx52' so"wx 'H DUCTS PENETRATING THE dr- WALLS OR CEILINGS SEPARATING THE DWELLING 4 " 3a'wx1'3'H 3awx1� H FROM 5a'wx 5'H THE GARAGE SHALL BE ik I d 3o'Wxaz'H CONSTRUCTED OFA MINIMUM PLUMBING NOTES : 6'd'W x 1'3'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. OTHANDSH OVED HAv`EMATERIAL 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG , AND SHALL HAVE NO OPENINGS INTO THE GARAGE 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN W NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS , PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING , SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS , PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION , Job M 1525 Air Caics , 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 .OX RSU29066 Fort Pierce, FL 34951 Phone: 772.800.8413 2021 -JunA 0 10:52 : 15 vickilynne@aircalcs .com . . .901 Fort Walton Ave PSL Prop .rup FIFFIFFIFF PROJECT NAME DATE : OS / 18 / 2021 rA GINEER l PROPOSEDTALBOTRESIDENCE SCALE : 1 /4" = 1 '-0° WELCH INC . "' fi , C wf W NICAL o ELECTRICAL IMF� yc � Hs �S t' w PROJECT ADDRESS : GARAGE SIDE : s RIGHTIL ENGINEERING . Ha. 29945 'z PORT ST LUCI PROP R I S 1N C 0 ILTMORE ST,, SUITE # 114 ? * 141, i WA106 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE : 1so C SAINTLUCIE, FL34984ONE : (772) 785-9888SHEET TITLE MDDEL : BRIDGE PORTCUST. PWELCHINC@AOL.COMSUIT103 PORT ST LUCII IORIDA 34983 201 SW POR1 S1 LUCID BLVD . , AULWELCHP.E.HVAC PAGE JOB NUMBER : REGISTRATION NO, I I 52' 2 " 3RD BRCS\ 241811 27 ' 6" 61811 61411 7' 211 4' 41011 ((yy 121211 IF m LU Q Q Q m m ED N f° N in �t 0a 0o m m 0] m to 0 U U U U U U KE BEAM iv EJ78 Hatch Legend EJ72 0 5( N EJ7 AU ' 14' 5 co 167. ,2„ 00 11 6 EJ7 111 _ 1 11 A . F. F > x > EJ7 EJ77 >< < > EJ77 RAKE A 1 - C EJ7 10 01 - 1 11 A ■ F. F 4 1, A >< x EJ7 EJ76 >< > LN ER 8 ' - 1 " A . F. F EJ75 IF l7 EJ7 EJ75 \ Q „ ER ? x > > > N EJ75KK > , 0„ EJ7 TRUSS END DETAIL d, EJ75 j "^-+ x X PLUMB CUT OVERHANG 12 ER 67 EJ75 `t 0 1 4„ 8'-1 " C LNG00 IF EJ7 IF dF�t > 1 a EJ75 F R 5" C 4-1/T' \N > EJ7 HEEL HEIGHT EJ75 0 " „ 0 " 2' 0" 0 0" >J21 0 " Ut 2 ' 0" 11,21 0 " 7 ' 2" EJ7 d ER N M >< EJ7 a i� E . 1 'FIFO„ Ln ER ER 71211 0" 2' 0 " 2' ' loll > o EJ6 -FFFFFm6612 ER 00 AHU 2' 2 1/2 " D5 IF D2 EJ7 / TW� CLNIT 4„ 6 ' „ 0 / DRY R TRUSS CONNECTOR SCHEDULE EJ71 >< D4 112 1/211 SON :> co > i i ' 6" D3 o CONTRACTOR: PSL PROPERTIES iV OWNER: TALBOT RES. LLL 0 CJ3 G1 - - TRUSS NOTES: 8' ° CL TRUSS MFGR: BUILDERS FIRST SOURCE 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY 'S ENGINEER, CA 1 G 1 'd' 2) CONTRACTOR TO PROVIDE ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE 00 INSTALLING TRUSSES, ID LAYOUT DATE: 07 / 10 / 2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. G1 8' ,1 " CLNG _� 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND 00 DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. CUT-SHEET DATE : 07 / 12 ! 2021 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS iV U U W 5G2 N 0 N TRUSS BEARING TRUSSACTUAL CONNECTOR CONNECTOR 7' 2 ID POINT UPLIFT ID UPLIFT DESIGN FASTENERS NOTES �F m j� iV A3 1ST & 3RD 1423 (1 ) HETA 20 1810 (8) 16d '� _ A3 2ND 3244 (1 ) MGT 3965 (22) 10d & (1 ) 5/8" A.B. O2 O C6 2ND 1477 (2) MT818 2000 (14) 70d X 1-1/2" 1ST BRGrtFk b ATTIC BOX 0 o STORAGE - GABLE ENDS CONT 267 # PLF O HETA 20 1810 (9) 10d X 1 -1/2" SEE " GABLE END DETAIL" 0 1 STRAPAT EACH END AND 48" O. C. N VALLEYS CONT. 100 # PLF O MTS 16 1000 14 10d X 1 -1 /2" 1 STRAPAT EACH END AND 24" O. C. 0 ALLOTHERS N ATCBS EACH <1800 # (1 ) HETA 20 1810 (9) 10d X 1 -1 /2" AT CBS BEARING BEARING 121411 9 ' 10 'l 10 ' 4" ALLOTHERS E EACH <1000 # (1 ) MTS16 1000 (14) 10d X FIA /2" AT FRAME BEARING LLOTHE BEARING 131811 18, 101, 191811 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR wl (4) # 9SD X 2-112" TO 3 6 NOTE : O SUPPORTING TRUSS AND (3) # 9 SD X 1412" TO VALLEY TRUSS IN LIEU OF MTS16 AS 52' 2" FOR MISSED TRUSS CONNECTORS AT STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. BLOCK WALLS WITH 1175 # UPLIFT OR 2O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1 /4" X 9 -3/4" TITEN, AND (10) 10d. O (1) FGTR WITH (18) SDS I14" X 3" & (2) 112" X 5" TITEN HD MAYBE USED IN LIEU OF FOR MISSED TRUSS CONNECTORS CONNECTOR AS SPECIFIED, FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS i _. PROJECT NAME DATE 08 / 18 / 2021 ENGINEER FFFFFF PROPOSED TALBOT RESIDENCE SCALE : 1 /4" = 1 '_0° PAU L WELCH INC . + ' G µ ' F W MECHANICAL ELECTRICAL ° EH t� a § ; w PROJECT ADDRESS GARAGE SIDE RIGHT } ! . CIVIL ENGINEERING ? * I NO' 295� 5 . _ W Al 0 7 O 6901 FORT WALTON AVE , FT. PIERCE , FL 34951 1984 SW BILTMORE ST., SUITE # 114 s z EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 56 S r STF$E OF PHONE : (772) 785.9888 FF . SHEET TITLE MODEL : BRIDGEPORTCUST. " ' � DR10r N � Fite . EMAIL: PWELCHINC@AOL.COM �. ' ' I £1 F . 201 SW PORT ST LUCIf BLVDII ? SUITE 103 , PORT ST LUCII , fLORIDA 349V3 PAULWATIOE. " ' '" Q. TRUSS LAYOUT PAGE JOB N UMBER : FLORIDA REGISTRATION N0. 29945 19/32" ROOF SHEATHING O 0 0 ROOFING UNDERLAYMENT PER PLAN 8 PRE-ENGINEERED WOOD TRUSSES (3) 16d NAILS (TYPICAL) O 2 X PT 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) 11 '-1 " FROM @COLUMN SIMPSON STRAP PER SCH. _ TX WOOD FASCIA FINISHED FLOOR +' wIALUM, DRIP EDGE SOFFIT PER DETAIL (9 ZV ' SOFFIT (SEE DETAIL) Z ; .. 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 STUCCO OVER WI ( ) 2" X 4" LADDER FRAMING @ 12" O.C. O w/ 11 GA, 2" NAILS w/ 3/8" DIA. CONCRETE FILLED CELL, 1 /2" STUCCO EXPANSION JOINT HEAD @ 6" O.C. OVER " 8" PRECAST LINTELS p 3/8" METAL RIB LATH @ 6" WI (1 ) # 5 BAR FOR STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS 0 N O.C. w/ ( 2 LAYERS OF 15 # rl l OPENINGS & FILLED WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS FELT OVER EACH W/ 3000 PSI CONCRETE OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" i;,,i +` CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. p 2' X 6" PT) OR 2" X 8" (PT) BUCK (TYPICAL) FRAMING MEMBER) 16" X 16" BLOCK COLUMN PERIMETER AND FIELD. ti STUCCO FINISH w/ (2) # 5 BARS IN (3000 PSI) CEILING PER PLAN CONIC, FILLED CELLS. _ GABLE END TRUSS old b STUCCO FINISH 2"M" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C. iV @ 6' O.C. FASTENED TO TOP OF BOTTOM ••• ' # 5 DOWELS wl 30" - GARAGE FINISH FLOOR : MIN. LAP SPLICE CHORD OF TRUSSES WITH (2) 16d NAILS 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" io 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 A 4 4 " ; . " J " BOLT OR1 /2" X5-1/2" WEDGE 416 o ANCHOR AT 24" O.C. WITH 2" X 2" ( 16'-0' X 8'-0" & 9'4' X 8'-0" GARAGE DOORS) 11 Q ]j 1 j[ ] • ' = FOOTING PER PLAN X 1 /8" WASHERS 1 . JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5- 1 /2" 1111 l.[ ]I 11 I1 i� Il if 11 1 - .L I I[ ii l NOTE: EMBED . TITEN HD w/ MIN . 2" DIA. X 1 /8" WASHER. (TYPICAL) Ali 11 [fnit lir il�ll i[ 1[ ` ] 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 TRUSS VERTICAL WEB TAPCONS AT 12" O . C . 16" X 16" ENTRY COLUMN DETAIL NOSCALE 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 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 to 1 /4" X 3" TAPCONS @ 12" O.C. TO 2"X4" STUDS @ 16110.C, 2" X 4" WOOD FRAMING @ 24" O.C . BLOCK WALL OR 1 /2" X &II12"—► • SPH4 TOP & BOTTOM EACH STUD OR lA /2" X 3-5/8" METAL STUDS REDHEADS @ 24" O.C. R•ll INSULATION RT. 2"X4" BOTTOM PLATE 1 /2" DRYWALL BOTH SIDES W/ 1 /2" DIA. x 1211A.B. @ (TYPICALALL WALLS INCLUDING GARAGE) 24" O.C. OR 5/8" DIA, X 6" NOTE: -' REDHEADS @ 24" O.C. w/ - PROVIDE SIMPSON SPHA HURRICANE WASHERS: @TOP & BOTTOM PLATES @ 2" X 4" BOTTOM PLAT OR 1 -1 /2" X 3-5/8" METAL 16" D.C. w/ 10-10d NAILS. #5 REBAR W/ 30" MIN . LAP SPLICE RUNNER W/ TAPCONS OR CUT NAILS @ MONOLITHIC FOOTING wl 8"X8" CONTINUOUS CONCRETE 214" O.C. (1 od NAILS FOR WOOD FLOOR) (2) #5 BARS CONTINUOUS 8"X8" CONTINUOUS (3000 PSI) CONCRETE BEAM BLOCK W/ ( 1 ) - #5 BAR •' i RAKE BEAM FORMED AND POURED CONTINUOUS IN (3000 PSI) CONIC. r �' -` " FILLED CELLS • : ` r ' W/ ( t ) • #SBARCONTINUOUS EXISTING FLOOR 12 INTERIOR STEP DOWN BEARING WALL SECTION iof NO SCALE TYPICAL INTERIOR NON -BEARING WALL DETAIL NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR 5 PRE@2411 D.C. CO ROOF TRUSSES '� ' ` I @ 24" . 4 PLY VCOX PLYWOOD NO SCALE (SEE NAILING DETAIL) 12 . ... SIMPSON STRAP PER SCH. A„ q, 8"X8"X 16" CONCRETE BLOCK SAVE CONT GALV. MTL DRIP I —� -. (MASONRY) ALL CELLS FILLED WITH a EXTERIOR CEILING TO BE \ \ (3000 PSI) CONCRETE OVER (PT) 1 X 2 ••� s coo T w/ 11 GA. 2" NAL S w/ 3 B' DIA. -- 8" BEAM BLOCK HEAD T 6" O.C. OVER 8" PRECAS LINTEL W/ 1 ) -#5 BAR 2" X 6" IRS SPRUCE FASCIA (1 ) # 6 BAR FILLED M @ 8" 3/8" AL RIB LATH \ \ CONTINUOUS IN 3000 PSI CONCRETE W/ 3000 PSI CONCRETE O.C. w/ ( 2 LAYERS OF 15 # (TYPICAL GENERIC ROOF PLAN " VIEW" ) A = 5 FEET ( ) FELT OVER EACH 2� PILLED CELL SOFFIT PER DETAIL W/ (R #CAST 5 BARINTELS FILLED FRAMING MEMBER) ROOF SHEATHING ATTACHMENT REQUIREMENTS W/ 3000 PSI CONCRETE \ ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD v 2 TEXTURED STUCCO FINISH ��'�� - z COLUMN PER PLAN WITH #5 BARS VERT. I11 —L�l \ \\\• ? �\\RIDG\\ \\\\ :\ \, ' \ W (2) OR (3) #5 ` \ \ 2 a ZONE �2 NAILS AT 4" O .C. PERIMETER AND 6" O.C. FIELD IN (3000 PSI) CONCRETE VERTICAL REBAR TIED TO DOWEL11 J — \ \ \, \ _ TEXTURED STUCCO FINISH p3 \ • \ \\\\\ , \\ \ \\ \\ & RUNNING INTO BEAM BLOCK ZONE 3 NAILS AT 4" O ,C, PERIMETER AND 6" O.C. FIELD w ao6o PSI coNc. �•� \ O RAKE BEAM DETAIL (AT LINTEL) Lts. . . (2) OR (3) # 5 VERTICAL DOWELS 16" X 16" X 8" CONCRETE BLOCK COLUMN O y \ \ NOTE w/ 30" LAP SPLICE OR FROM FOOTER 8" X 16" CONCRETE BLOCK COLUMN 2 v 1 P��� �(�� 9Q ROOF SHEATHING SHALL BE 19/32" THICK CDX SEE FOUNDATION PLAN J PLYWOOD ROOF SHEATHING FASTENED TO FOR SIZE & SPACING J CONCRETE SLAB � � y 3 _ 3 _ ��; 2 � �, a ROPER RC 03.2.31 ) SPAC SPACED ZONE C \ _ PER FOUNDATION PLAN a \ ' DESIGNATIONS AS SHOWN ABOVE, FOOTING F-1 /� n EAVE 115mot =[ nI of i ° 5� rit i _ (l t I! " PORCH POST DETAIL ROOF SHEATHING NAILING ZONE NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE ,i PROJECT NAME DATE 08 / 18 / 2021 ENGINEER L� PROPOSED TALBOT RESIDENCE SCALE : 1 /4" = 1 '-0" PAUL WELCH INC . W MECHANICAL o ELECTRICAL t t W PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING * + Roo 29915 ? w AlOQ 1984 SW BILTMORE ST., SUITE # 114 = q 1 „ 8 0 6901 FORT WALTON AVE . FT. PIERCE , FL 34951 EXPOSURE * 160 c PORT SAINT LUCIE, FL 34984 r� AVE Lr rf PHONE : (772) 785-9888 -U„-'+..�toe YQ� '' S HE: ET TITLE : MODEL : BRIDGE PORT COST. EMAIL: PWELCHINC@AOL.ComPAUL WELCH RE, .+yllg7p irinos,. 201 Sw PORT ST LUCI BLVD . , SUITE 103 PORT ST LUCI f LORIDA 34983 a DETAILS PAGE JDB NUMBER : FLORIDA REGISTRATION NO, 29945 STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK CMU WATER RESISTANT COATING (TYPICAL) STUCCO CEMENT FINISH (SEE WATER PROOFING NOTE # 1 ) N a. .4 4. FILLED CELL AT JAMB BLOCK (TYPICAL) CORROSION RESISTANT FLASHING ° .Q CMU WATER RESISTANT COATING PER WATERPROOFING NOTE # 4 4% (SEE WATER PROOFING NOTE # 1 ) 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. 4 '4 a ® 1 " X. 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK 0 u 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 FIA /2" CASE HARDENED COIL 2" X R 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, EXTERIOR DOOR BUCK DETAIL NO SCALE 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 PRODUCTAPPROVAL 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. PRODUCTAPPROVAL BUCKS MUST COVER COVERENTIRE TIRE DEPTH OF JAMBS. PRODUCTAPPROVAL. NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703 . 4 ( I a2 ) AS PER DETAILS PROVIDED 4- 1 /2" jF3 3/4" NOTE : CONTINUOUS WATER SEALANT PER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE # 6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER % enN ° ° 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) NI InIn 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 In Iffs . MORTAR OR GROUT "o. (SEE WATER PROOFING NOTE # 1 ) PRECAST CONCRETE WINDOW SILL DETAIL _ - SET SILL IN FULL MORTAR BED 1 /2" DRYWALL -- ' " ° - NO SCALE - - �— STUCCO OR DECORATIVE CEMENTITIOUS COATING B" C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES FILLED CELL ATJAMB 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 ) a�* 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, In IF1 " 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 R703A AAAMA-714 WOOD TRIM 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1 /8" BETWEEN BUCK AND MASONRY. ffff or 3, PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK APPLY PERIMETER SEALANT CAULK 1 " X R 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) TOILINAI°LS @ WITH 1C-1I/22"CCASE HARDENED CUT WITH A LDS AND D THE ENTIRE EX RE I STIFACE AND V COATING /RETURN SEA SURFACE OF THE BUCK SHALL BE COATED ANT CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE WATER PROOFING NOTE # 6 4, PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILLAS 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) NO SCALE AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. LFP3ROJECT T NAME TE : 08 1 18 / 2021 ENGINEER UPROPOSED TALBOT RESIDENCE SCALE : 1 /4" = 1 '-o" PAU L WELCH INC . � + "c W W MECHANICAL ELECTRICAL ,yR� � xcJ '�- ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING ,, 1/ NO. 2941 91:5 ' c = W [A:l09 'Po T Lu C I PROP RTI S INC `� 1984 SW 81LTMORE SIT, SUITE # 114 e`RT SsfA7E : 4106901 FORT WALTON AVE , FT PIERCE , FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 4 PHONE : (772) 785-9888 g,� 10 Fit ITLE MODEL : BRIDGE PORTCUST. EMAIL; pwELCHwc@AOL.coM 4Tsscuxt "wo N a „,�•� 201 SW PORT SIT LUCII BLVD . , SUIN 103 � PORT SIT LUCII � FLORIDA 34983 DETAILS PAGE [IDA 108 NUMBER : FLORIDAPAUL WELCH PIE. REGISTRATIONN0. 29945