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HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES a�d CONSTRUCTION BY PORT ST LUCIE PROPERT9ES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34AE34 MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WWW.PSLPROP.COM PLAN SHEET INDEX COVER SHEET SHEET1 FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK &TIE BEAM SHEET 6 HVAC &PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEET 10 N/A SHEET 11 N/A PLAN SHEET INDEX CONSTRUCTION BY PORT ST LUCIE PROPERT9ES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34AE34 MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WWW.PSLPROP.COM PLAN SHEET INDEX COVER SHEET SHEET1 FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK &TIE BEAM SHEET 6 HVAC &PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEET 10 N/A SHEET 11 N/A PLAN SHEET INDEX DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME : PROPOSED DINSMORE RES. OCCUPANCY TYPC- : R STREET ADDRESS : 1625 EASY STREE FT. PIERCE, FL 34982 CONSTRUCTION TYPE : t/ PERMITNUMBER: CERTIFICATION STATEMENT I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THEAPPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLYADOPTEDRHD ENFORCED BY THE ST. LUCIE COUNTY 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEOUATE RESISTANCE TO THE WIND LOADS AND FORCES SP'cCIF1ED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSEU : OPEN BUILDING 3. RISK CATEGORY : I- II X III _ IV _ EXPOSURE CATEGORY : B _ C X D 4. DESIGN WIND VELOCITY : 160 MPH 124 ASD NSA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT : 12.2' ROOF PITCH : 6�12 PARAPET: NSA FT. 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONE 5: + 35.6 GARAGE : + 30.3 -50.7 -81.0 -96.1 -38.7 -47.7 -37.0 7. DESIGN LOADS : FLOOR : 40 PSF ROOF I DEAD : 5 PSF ROOF /LIVE : 20 PSF BALCONY • NSA PSF DOCK : NSA PSF DECK : NSA PSF STAIRS : NSA PSF FENCE : NSA PSF RAILING • WA PLF /CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES _?� NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9. ISACONTINUOUS LOAD PATH PROVIDED : _� YES (NOTAPPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED 7 YES AS WITNESSED 8Y MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME : PAUL WELCH., P,E. CERT. # & CO. CERT AUTH. 29945 DESIGN FIRM : PAUL WELCH INC. DATE ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 1625 EASY STREET FT. PIERCE, FL 34982 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. ' Digitally signed by r� Q��jhGE�M t���''�; Paul Welch =.1 Ha.29845 '1,� Paul Welch = 5 i ST1�PE Cf t Date:.2021.12.16 �:�,��,•taR,4rr; �_� 11.56:29-05'00' t1Atti�'�'`"` I ' PLANS AND EN%INEERING BY PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL WINDSOR CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160-C PLAN DIMENSIONS 63'-0"X 55'-0" AREA TABULATIONS LIVING AREA 2299 SQUARE FEET 2 CAR GARAGE 439 SQUARE FEET COVERED ENTRY 106 SQUARE FEET BACK PORCH 162 SQUARE FEET TOTAL FOOTPRINT 3006 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS;CONTRACTOR SHALL VERIFYALL DIMENSIONS ON81TE. LIVING AREA VOLUME : TBD SQ:`FT. PLANNING &DEVELOPMENT SERVICES DEPARTMENT.:' ST LUCIE COUNTY, FLORIDA BUILDING &REGULATIONS DIVISION PRODUCT REVIEWAFFIDAV/T BUILDING PERMIT NUMBER : O'NNERS NAME : DINSIt%IORE RESIDENCE APPLICANT: OPENING PRODUCT RATED � ''' PRODUCT PRODUCT MODEL NUMBER GLASS TYPE METHOD OF ATTACHMENT .MANUFACTURER DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER WINDOWS SEE ELEVATIONS + /- 55.0 MI WINDOWS &DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4"MIN. EMBED TAPCONS AT 2" 116" O.C. WINDOWS SEE ELEVATIONS +50 / - G3.0 __ MI WINDOWS &DOORS 185 PW FL # 15349.5 IMPACT ans" x 1-1/a" MIN. EMBED TAPCONS AT 3" 114" O.C. MULLIONS SEE ELEVATIONS + / - 75.6 MI WINDOWS &DOORS CM -18531 FL # 15353,8 NIA 1/a" x 1.1/a° MIN. EMBED TAPCONS (4 PER BRACKET) BLOCK GLASS N/A N/A NIA NIA N/A N/A N/A SKYLIGHTS N/A N/A NIA N/A N/A NIA N/A SLIDING GLASS DOORS SEE ELEVATIONS +l- 55 MI WINDOWS &DOORS 120 1130 / 140 FL # 22401.3 IMPACT (2 ROWS)1l4° X i-i/4°MIN. EMBED TAPCONS AT 8" / t 8" O.C. SWING TYPE DOORS SEE ELEVATIONS +/-50.0 THERMA-TRU SMOOTH STAR FL#20468.4 IMPACT va"x1-�/a"MIN. EMBEDTAPCONSATG"I14:5"O.C, FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.E IMPACT 3/$ 7° EACH SIDE OF MEETING POINT TOP AND eorroM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 NIA Bns" x 1-s/a" MIN. EMBeo LAo sCREws ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A NIA N/A ROOF VENTILATION N/A N/A NIA NIA N/A N/A N/A UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 N/A APPLY DIRECTLYTO THE ROOF DECK. DO NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3' MIN. AMD ENOLAPS 3"MIN. - PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE _.; FROM THE CENTER TO THE EDGES. REMOVE THE BACKING>FROM THE - REMAINING HALF OF THE ROLLANDAPPLY PRESSURE. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ROOFING MATERIALS 160MPH 194MPH OWENSCORNING ARCH. ASPHALT SHINGLE FL#10674.1 N/A STAINLESS STEEL, ALUMINUM ORCOPPERROOFINONAILS,MINIMUM 12GAUGE(0.1051NCH(3MM)SHANKWITHAMINIMUM3/BINCH(10MM) DIAMETER HEAD, ASTM F 18B7, OF ALENOTH TO PENETRATE THROUGH THE ROOFING MATERW.S AND A MINIMUM 3/41NCH (ieMM) INTO I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS inlcH(°eMM>rH�IGK�THEFASTENERSRSHALLPENETRATETHROUGHTHE STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SiDECIFIED BY CURRENT CODE PROVISIONS. sHEArFiwoFASTENERssMALLcoMPLvwITHASTMFisOT(BPERswI4cLE) NAME : PAUL WELCH, P.E. SIGNATURE : ON PLAN DESIGN PROFESSIONAL : PAUL WELCH INC. CERl'IFICATION NO. 29945 201 SW PORT Si LUflf BLVD., SUlif 103, PORT Si LU[If, fLORID� 34983 PROJECT NAME PROPOSED DINSMORE RESIDENCE PRDJECT ADDRESS 1625 EASY STREE FT. PIERCE, FL 34982 SHEET TITLE COVER PAGE DATE 10/04/2021 SCALE 1/4" = 1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL BRIDGEPORT JOB NUMBER 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERINGAREA, AND IN VERY HEAVYTERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE W EATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BEHIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIORTO BE'/:" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/:"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64"HEAD ; 0.098" DIAMETER, 1 '/," LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086"DIAMETER, 1 5/8" LONG, 5/64"HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32"HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 &FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER.THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVEAFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN200, ,�,'; 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER: EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7 E P R FRC 702.2.1 ALL G SU YP M BOARD MATERIALS AND ACCESSO S L CO RIES HAL NFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 980, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1398 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES,GRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 64 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS:3"BEAMS: 1'/:"SUSPENDED SLABS; 1 Y" 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONSAND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO 8E NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4"BEARING. 12) PROVIDE # 5 CORNER BARS W/30"MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TWAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE ; (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0. 29945 x4. a99A5 ; . STF3'[ T� J!!'. W W I A 100 PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS. EMBEDDED 4" INTO 15'-4" t3'-e" zs'-o^ 5`0', 6° BEAM FOR TRUSSES (PER CONN. SCHEDULE) 12 ra" 2'4/" 7'-1r' 2.4Y" 11-4" m t '-o° ASPHALT SHINGLE ROOF OVER O w o t'_ UNDERLAYMENT R-301NSULATION © °x C SH-H35 SH-H35 SH-34 TEMP CONT. ALUMN. MTL DRIP ■ ■ ■ ■ ■ ■ ■ PRECASTL/NTEL ■ ■ ■ ■ ■ ■ ■ © ■ ■ OVER (PT)1X2------------ ■ o ■ -- q--------------- Y L @ CEILING 1/2" DRYWALL ` ■ --- �-�yp- -----------, (EGRESS) (TYPICAL) ■ it �' , , O 0 — — 1 l ■O M 2" X 6" PRE -PRIMED ( (2 ROWS) 8" X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI in w SPRUCE FASCIA CONCRETE FILLED CELL / COVERED PORCH �, O SH-25 I 9'-4" FLAT CEILING o ■ VENTED •• 8" PRECAST LINTELS I MASTER BEDRO M I ■ KITCHEN as sTUCCo SOFFIT 0 ■ g N 10'-1" FLAT CEILING O IO BEDROOM # 3 W/ (1) # 5 BAR ALL 9'4'FLATCEILING w (SEE DETAIL s'a"FLAT CEILING ■ ) DOOR AND WINDOW OPENINGS LL 10'•4" COFFER CEILIN I N UPPER CABINETS & FILLED W/ 3000 PSI CONCRETE -' p -- STUCCO FINISH i 4 11'-a' 1"X 2" P.T. FURRING STRIPScn 2'-0" I I m @ 16" O.C. WITH FI-FOIL z (1YP.) 10'-0/" ° ■ -z" a'-z" 3'-4" VERTICAL REBAR TIED TO DOWEL �- ■ ■ - & RUNNING INTO BEAM BLOCK INSULATION rn N ■ IN 3000 PSI CONC. '' 1/2" DRYWALL LL:J ■ 3. 2•STEP ■ y cr a VERTICAL DOWELS (TYPICAL) I' / ■ ■ ■ • W/ 30" LAP SPLICE 8" CONCRETE BLOCKS i fioeo/sco/TEMP. g 3'-6Y" FROM FOOTER WOOD BASE BOARDS 16'-3" °' 01 ; "------------- ; w (SEE FOUNDATION PLAN J s' r' 16 s'-2" Ir•o° so6o BF ■ ` FOR SIZE & SPACING J I' 62880 38'COUNTERTOP ; 4" CONC. SLAB (MIN. 2500 PSI) 2' 0" N RO... -.- 0'-0" TOP OF SLAB W/ 6 X 6 10/10 WWM OR FIBERMESH D & SHELF _ - — - — f - — - — - — - — - — RODBSHELF `T ROD85HELF - GRADE 4" i 4 ■ V � D o � � ■a W.I.C. vw zI IN z W.I.C. N Ae vANity 3 a a°o U Wi i 4 I IV w $ D 34-1 2" HIGH KNEE WA L HALL Z TYPICAL WALL a o 9'-0"CEILING SECTION a„ „o a. rc Oil , ,m o, 1'-6" i a (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) cy M I 22,111X36H 4'-0" 3'-1" 2'-3Y" 3'•6%" 2'-0'/," 5'-1" x ATTICACC. I M-2680 ■ rn NO SCALE ■ iV ROD & SHELF cn } rn do N Orn N wIn 5'_1 GREAT ROOM 10-1" FLAT CEILING 5 < MASTER BATH o ROD & SHELF 9'•4" FLAT CEILING N IN ■ 5080 BF j No TUB SO -�Ny ----- _____ (EGRESS) " ■ 3-1/2' STEP - 3AI20 STEP — to 10'-101/2" (WC 71w3ylt 4 0 ^ x W T ED -' � ■ SH WER _SQUARE'_ —_ 42•HIGH WALL ww1C.M. SILL — — — 2"x S"x16" AND TEMPERED GLASS FRAMING DOWN ENCLOSURE rFOYER ( w 10-1" FLAT CEILING ■ I I o OFFICE LIVING ROOM \ O 10-1"FLATCEILING a c 9'4' FLAT CEILING i^t I 10'4" COFFER CEILING I 12'-3/" ■ ■ I 4 TRANSOM 16,_3Y11 ■ l LN:;)■ ■ m '? (2) SH-25 W/ o IN ■ v ENTRY TRANSOM ABOVE x ■ ■ ■ ■ ■ ■ ■ 11'A" FLAT CEILING 12" X 12" SH-35 m I I 3-1/2" BELOW FINISH FLOO BLOCK COLUMN o v o g I — (MAIN EGRESS DOOR) — —— — NFO !3O — — PRECASTLINTEL — — — — PRECASTL/NTEL — — UTILITY ROOM 9'-0" FLAT CEILING NON -SRC. WALL BEDROOM #2 0 9'-4" FLAT CEILING N ■ ■ NON-BRG. WALL � ■ AHU _ IE41 H ■ 2"CURB BEYOND WALL LIGHT ATTIC STORAGE S c a � _ w 22AI2" X 54" �a ATTIC ACCESS (PULL DN. STAIRS) O (V INSULATE WALL W/ R-11 FIG BATT N GARAGE 9'4' FLAT CEILING ---------- '-........ A.F.F. -- - --- --- -- - ^ 3/4" FURRING STRIPS AND 1/2" DRYWALL (TYPICAL) ' I I I I I , I , I I , OA , FDOH in St. Lucie County 'Environmental Health � 'Site Plan Approved for Construction gupercedes P;11 Previous Site Plans for OSTDSQC� �Lt��glC w Well # ° Date�Reviewer: —>A VIM NOTE PANTRY SHELVING TO BE TIGHT MESH ALL OTHER LOCATIONS STANDARD VENTILATED PROJECT NAME PROPOSED DINSMORE RESIDENCE PROJECT ADDRESS TBD EASY STREE FT. PIERCE, FL 34982 SHEET TITLE FLOOR PLAN PAGE SOFFIT DETAIL NO SCALE DATE 10/06/2021 GARAGE SIDE RIGHT EXPOSURE 160C MODEL WINDSER CUST. JOB NUMBER: X 6" PRIMED &PAINTED S SPRUCE x 22" SCREENED :NTS AT 48" O.C. JCCO OVER WIRE LATH w1 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 #FELT OVER EACH FRAMING MEMBER) ENGINEER PAUL WELCH INC. MECHANICALD ELECTRICAL, CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC(AOL.COM PAUL WELCH RE.FLORIDA REGISTRATION N0, 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL WINDSOR CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160-C PLAN DIMENSIONS 63'-0"X 55'-0" AREA TABULATIONS LIVING AREA 2299 SQUARE FEET 2 CAR GARAGE 439 SQUARE FEET COVERED ENTRY 106 SQUARE FEET BACK PORCH 162 SQUARE FEET TOTAL FOOTPRINT 3006 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 : TBD SQ. FT. W W A 101 ♦ d Na 29915 '•t •''_. f + 1 z I •q'l STATE OF i cul Fil N I \ --------------------------- TO RIDGE +/-21'-,a e J I e-1 21 11 'ENI� G LD. OPENING LD. 2I 2E (HIDDEN) NOTE: SAND FLOAT FINISH ON ALL STUCCO BANDS & RETURNS SUCH AS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY (DEFLECTION) ERG. HT. 10-1" - — _ERG. HT. 9'-4" ERG. NT_9'-4" PORt ST LUCID PROP�RII�S. INC. Ij I� I �'�t�jh'�{flf lthiilf �I'�ill��� l�4' 1N11I�(I Ir�INII'�IIMII�� IlIIIIIN�gIIII,��II+��it('y� I-I�rl�l'�tii6tf~��P�{81Ri.' I+� i�l I! CALCULATE ATTIC VENTILATION CEILING = 3006 SQUARE FEET 3006 / 150 = 20.04 REQUIRED VENTILATION 236 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 59.0 SQ. FT. / 2 = 29.5 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 29.5 SQUARE FEET> 20,04 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (a� 48" ON CENTER PROJECT NAME PROPOSED DINSMORE RESIDENCE PROJECT ADDRESS : TBD EASY STREE FT. PIERCE, FL 34982 SHEET TITLE ELEVATIONS PAGE ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. c) OPENING AREA � INTERIOR ZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF Q2 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF Qa 50 +32.0 PSF 32.0PSF +32.0 PSF 40.2 PSF 4Q 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 746 ui z EXPOSURE 160=C DATE 10/06/2021 GARAGE SIDE RIGHT EXPDSURE 160C MODEL WINDSER CUST, JDB NUMEIER BRG. HT. PLAN INFORMATION RIGHT A SINGLE FAMILY RESIDENCE MODEL WINDSOR CUSTOM GARAGE SIDE ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160-C PLAN DIMENSIONS FEE LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 63'-0"X 55'-0" 2299 SQUARE FEET 439 SQUARE T 106 SQUARE FEET 162 SQUARE FEET TOTAL FOOTPRINT 3006 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CON SHALL VERIFYALL DIMENSIONS ON SITE. TRACTOR LIVING AREA VOLUME : TBD SQ. FT. PORT EMAIL: ENGINEEla L PAUL WELCH ING. �, �•'"���n r ELECTRICAL CIVIL ENGINEERING r f A 102 1984 SW BILTMORE ST, SUITE # 114 SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 % su7E � PWELCHINC@AOL.COM d c s arS!O1iA("' Yi �•' PAUL WELCH P.E. FLORIDAREGISTRATIONNO.29945 \ / , I ATTICA CP/ l' 11OV Bo^C.FF. / ITYvI I i I AT 6 1 �„ M <h T-O„ I I � I Two FqN LIHT WP GP ,I (MAIN EGRESS D ORR) In - -- I I I � Fo� (A (TYPICAL) I '� 41- (TYPICAL) -,- 220VE@ it 51 Lai / I 3 I I 1 \I , \ 3 3 FLOOR OUTLET G� L'C�HT / / F9 o I o m 11oV BO' O.F.F. ��'.. CAT B� R -v GFI pA EL 80> 220V 0 C / FAN AHU w PROTECTION N TTIC ACCES ■ , I , I I 4 4 , I ■ ■ ■77777a PROTECTION POST wP�iGFI ,.-°. A.DOND.'7. U O ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OT GFIOUTLET 3-WAY SWITCH $3 SD/CO DETECTOR �D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES � PUSH BUTTON El ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/G I SERVICE PANEL o 110V OUTLET (p SERVICE METER � CEILING FAN 220V OUTLET 9 LIGHT FIXTURE �, \ / 4-PLEX OUTLET ,,gy�pp 5� WALL MOUNTED /r�r x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE x \ CEILING FAN w/PULL SWITCH \P/ w/LIGHT JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT `= VAPOR PROOF P 5 x PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET G.9Q: DISK LIGHT `DJ SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 PROJECT NAME IN L1 PROPOSED DINSMORE RESIDENCE � PROJECT ADDRESS Q TBD EASY STREE FT. PIERCE, FL 34982 SHEET TITLE : Q• ELECTRICAL PAGE MO DATE 11/15/2021 GARAGE SIDE RIGHT EXPOSURE 160C DEL WINDSER CUST. JOB NUMBER: O 200 'PEP" 120/240V 2 M 1g MBR 200A MLO (3) 3/0, # 62 2" C # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) - # 3/0 IN 2" C ELECTRICAL RISER / DIST. NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 2299 SO. T. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6897 VA 2 APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 42097 VA FIRST 10 KW @ 100% 10000 REMAINDER k51) 40% 12838.8 TOTAL : 22838.8 100% 10000 TOTAL : 3283868 VA 32838.8 = 136,828 AMPS USE 200 AMP SERVICE. 240 ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH 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 1254OLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. B) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, ENGINEER PALIL WELCH INC. MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 i 57117E .� -dt�rr r ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH 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 1254OLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. B) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, ENGINEER PALIL WELCH INC. MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 i 57117E .� -dt�rr r -- 5 0„ 13'-8" 26' -0" RECESS SLAB 3-1/2" 4'-0'/:" TI 44-01/" 1'-10" 8'-10" 311 4'1 5'-3'/0" Toll" 1 4'4" 1 3'-2" 1 4 IBELOW FINISH FLOOR 4'-0n m 10'-O° Fl-I JNI SLAB E4HICK(WOOMPOSRI) MESB`�0'10 OEWWM APOR BARRIER ON CLEAN m0w D CHEMICALLY TREATED FILL 0 o■ - - - - - - - - - - - - - - - - - - N ■ �. C� I rn (DAA IN Ae q A(j A(j A(a 0 a 7-5 4"THICK ■ MES ORCONCRETESLAB wwmEAN N ■ w/ FIBERMESH OR 67 ONBARRIER F-9 N C OVER VAPOR BARRIER ON CLEAN c59 F'9 ■ G p COMPACTED CHEMICALLY TREATED FILL rn FS FTG ■ F-6 w o G h Wa o in J :i• o N 3 N Q 3 o RECESS SLAB 3-1/2" ■ ■ BELOW FINISH FLOOR ) Nq LL "q ■ 3-12' STEP ■ �. ■ ■ ■ ■ ♦ ( 2X4 WALL REF. 4 9 -`�------- I u 2X4 WALL REF. ■ 61-8„ /F9� LLZIRUNCONDUIT �GJ o ` -0 0 -—-- ,,,HICK (3000 PSI) CONCRETE SLAB FIBERMESH OR 6"/ 8" 10I10 WWMIIVER VAPOR BARRIER ON CLEAN - I 1 13'•0°5'-10'/0" PACTED CHEMICALLYTREATED FILLn'-oi° 4 2X4 WALL REF. 2X4 WALL REF. 6'-0" TILED SHOWER F REF. (RECESS 3-1/2") I 0'-0" IN 1 I TOP OF SLAB ■ THICKENED II EDGES TG -' )I q 0 Z ■ 31 /2" STEP Le z 3-1/2' STEP (( ■ Q 41N3%" It ALVE REF. 7, 9�„ 2" CURB BEYOND WALL `D TG VALVE REF. O -..—.-•",(— I u � ■ ■ N 4,-1'/„ 4" THICK(3000 PSI) CONCRETE SLAB w/ FIBERMESH OR V/ 6" 10/10 W WM r' ` HEAD REF. OVER VAPOR BARRIER ON CLEAN F-9 a COMPACTED CHEMICALLY TREATED FILL -----II FTG 6 ml 1/21, I ( DRAIN REF.o I2 N U' N CD ■ 811 91,611 HEAD REF. ;.. '4 O FOOTER REF. U rc I 1 ...---------110N B�-11 .. � \.. LL N ( "- I i —_ L-EWH > N a F_9 d, .'�- AHU C — — — - ] N NON-B G. WALL— z—I 1 ■ � 3 — — _ � n t[" an O ■wI% F-6 `4 c9 N I PROTECTION PRO ECTI N o� ■ ■ N u POST POST U F-8 0? II 18'-11"/," A COND - wt FOOTER REF. 4 `.- }- FTGl N �II�Tnr �' N m 1— / l ■ ■ ■ ■ ■ 10 �` J IL il. tL \ IT/ FTG ■ -.. 0 ■ xx ' m I ■ ■ fO RECESS SLAB 3-1/2" \�!) ; v w _ v BELOW FINISH FLOOR a a g w w ■ ■ ■ ■ ■ ■ N w o v OJT R m J ys O _U U UNDRGRNDIn ILLI� U) ■N O 0 — — — — — — — — — — — — — — — — — — — RECESS SLAB LL N N ■ - _ _ _ _ _ _ _ _ _ BELOW FINISH FLOOR _ _ _ _ _ _ _ _ _ _ o o 6'l 5'-2%" 6'1 m u: u: m 4V e U i LLI K • r N N N U S, Q. r qmm q' J LU 2'-4'/:" 6'-11" 15%" F-3 N? N 3 ' ■ .N G ■ U v pQ7 15'-8" 1'-11" q n m - - - --------------- -...............- ----- m n o i U 'v c U u c 16'-4" pCURB 8'-11" HEIGHT VARIES ; ■ ■ C/L OF COLUMN C/L OF COLUMN m -10 m m TO SLAB m j i FTG j No w U i LL U o 1 = in 17'-7" 611 ■ i ■ ■ ■ ■ ■ ■ ■ G a 55'•0" POR1 ST LUCID PROP�RII�S. INC. Z #5 REBAR FINISHED FLOOR CONCRETE SLAB OE M 4„ CONCRETE SLAB 11 F. FLOOR )E -- - �. ----- 0 In boot � e\r o° —EIII'11�__I1�_I�11 „�, • •ARING FOOTING �_ #5 REBAR Z I 7-5/8" CURB � II 0 M CONCRETE SLAB FINISH GRADE 4„ �' �L, Z_ CV 16" (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F3 CURB SECTION _ SCALE: 11211= 1'-011 !! 6 CONTINUOUS 4"THICK CONC. SLAB w/FIBER MESH # 5 BAR INTO SLAB AT 4' O.C. �--� � ffI=111_LII_lii_iil_� EIII_ill_111=�_III_I. 11=111=III=I l lol l 1=111- 111=111=111= =IIIcl11=1116111_III_ II llel Ilelll-111=111=� Eli IIIIII �1111 111�11111 IIBIIIEIIIEIIIB111_III-e 12" # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. NTERIOR NON-BRG. FTG. SCALE:-0" III #5 REBAR M � CONCRETE SLAB !e=III=111=1I�= II'ill--111=b ;IIISII � (2) # 5 MINIMUM CONTINUOUS, 16" 4' 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" # 5 REBAR WITH 30"MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE 16" �� (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE BEND # 5 BAR INTO SLAB +l• A' # 6 BAR INTO SLAB AT 4' O.C. TYPICAL STI SCALE: NO SCALE t- PROJECT NAME DATE : 11/15/2021 ENI;INEER C1 PROPOSED DINSMORE RESIDENCE S GALE : 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS : GARAGE SIDE : RIGHT MEC IVILE GINEECTRiCAL CIVIL ENGINEERING Q 1984 SW BILTMORE ST., SUITE # 114 TBD EASY STREE FT. PIERCE, FL 34982 EXPOSURE: 160 C PORT SAINT LUCIE, FL 34984 PHONE: (772) 785.9888 SHEET TITLE : M ❑DEL : WINDSER CUST. EMAIL: PWELCHINC@AOL.COM a FOUNDATION PAGE JOB NUMBER : PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 # 5 REBAR WITH 3D" MIN. LAP SPLICE # 5 VERT REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH W ` (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL C�,�--FINISH GRADE (°SEE ELEVATION PLAN") 0 ��' -'' -- �- (3000 PSI) CONCRETE SPREAD FOOTING 16" (2) # 6 BARS CONTINUOUS WALL FOOTING DETAIL f � e „d1 STACE dJF' l""# is G 1514" 13141 26'-01. 4'-7Y" 11'•8" 31-3" 114" 2'41/2" 7'-11" 2'-4%" 1'-4" PRECASTUNTEL ro 19 11 BEAM HEIGHT 12 O® 7 CHANGE N i+f 13 0 (V O9 io h C �s 2'-2" 81-2" 4 T ' NN N 3-12' STEP 'd to BEAM HEIGHT CHANGE 14 N N N " -4 9'" BEARING HT 15 M ® 10'A" BEARING HT. 11'A" BEARING HT. 3 r I NON-BRG, WALL N I o7 ( ro I O NON-BRG. WALL z i (MAIN EGRESS DOOR) — �I °? O2 0 I I v z II ® BEAM HEIGHT BEAM HEIGHT CHANGE CHANGE v VL 12" X 12" 12" X 12" 6" X 12" c J BLOCK COLUMN BLOCK COLUMN BLOCK COLUMN :I o O 16 on V O DREGS UNNv L PRECCASrTOI,NTEL BEAM HEIGHT 17 18 CHANGE 6'-6%" 4'-6%" 61-6w 9'-6'/:" 6'-3" 15'-10" 81-11" 9'-9" O COL. TO COL. TO COL. , 4 ' i i 17'-7" 61-10" 1010,7" 21-0" 16'-0" 2'-0" 35'-0" 20'-0" PORt ST IUCI� PROPfRTI�SAll, INC. FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) F 2 j = U� Q Q a0 o 1 1/2" CLEAR � C.M.U. GROUT r Z • FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" NOMINAL (VARIES) WIDTH i . ■ . i i■i'. ill 8F28 i■i i 8F24 F =FILLED W/ GROUT, U =UNFILLED QUANTITY OF #5(� BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH � QUANTITY OF #5 HEIGHT REBAR @ TOP NOMINAL a i■i MEi 8F20 CROSS SECTIONS TYPE DESIGNATION i ■i 8F16 NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE cAsrcRErEUNTE� (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE poll APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 914" 17'-4" 8F16AB/1T 950 200 404 100 0 (2) SH-25 38" X 63-1/4" 81" 1114" 7'-6" 8F8-0B/lT 1011 100 727 100 2A FIXED GLASS TRANSOM (2) 38" X 20" 109" 11'-1" 7'- 6" 8F16-1B/1T 2661 1050 1634 450 0 (W OUT SWINGNG DOOR 78" X 99" 96" 11'-1" -6 714' 81734A B/1T 6472 1050 3508 450 ® SH-35 54-1/8"X630,1/4" 96" 9'-4" 61-6" 8F16AB/1T 3480 200 3508 100 5 FIXED GLASS TRANSOM 36" X 16" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 400 3079 200 © FIXED GLASS TRANSOM 50" X 16" 96" 9' 4" 5' 4" 8F16-1B/lT 5365 350 2290 200 O7 SH-H-35 27-1/2"X63-1/4" 96" 914" 3'-6" 8F16-lB/lT 6113 200 3547 100 ® SH-H-35 27A/2"X63-1/4" 96" 9'-4" 3'-6" 81`16AB/1T 6113 200 3547 100 0 6080 SLIDING GLASS DOOR 74" X 96" 96" 9'-4" 7'-6" 8F16-1B/1T 2661 350 1634 200 to 8080 SLIDING GLASS DOOR 98" X 96" 96" 9'-4" 9' 4" 8F16-18/1T 1843 950 1133 400 11 SH-34 54-1/8" X 50-5/8" 96" 101-1" 61-6" 8F24-1B/lT 8360 200 2959 100 12 3080 OUT SWING DOOR 39" X 99" 96" 9'-4" 4'-0" SF16-1B/1T 6113 200 3079 100 13 SH-25 38" X 63-1/4" 96" 91-4" 4'-0" 8F16-1B/lT 6113 200 3079 100 1a SH-23 38" X 38-3/8" 96" 91-411 4'-0" 8F16-1B/lT 6113 200 3079 100 15 SH-25 38" X 63A/4" 96" 9f4" 4'-0" 8F16-1B/1T 6113 200 3079 100 16 OPENING AT COVERED ENTRY 117" 11-1" 41418F16-18/1T 6113 200 3079 100 TOP OF BEAM 17 OPENING AT COVERED ENTRY 117" 11'-1" 914' 8F16-lB/lT 1843 200 1133 100 TOP OF BEAM 1s OPENING AT COVERED ENTRY 117" 11'-1" g�to 8P16-1B/lT 1843 200 1133 100 TOP OF BEAM 1s OPENING AT COVERED PORCH 96" 9144, 141-8" 8F16AB/1T 1370 300 519 150 TOP OF BEAM PROJECT NAME DATE : 11/15/2021 ENGINEER PROPOSED DINSMORE RESIDENCE 5CALE : �„ 7 PROJECT ADDRESS GARAGE SIDE : MECHANICALoELECTRICAL �2�'i(ac�x��'y;., RIGHT CIVIL ENGINEERING +r Me.29940 W 0 TBD EASY STREE FT. PIERCE, FL34982 EXPOSURE: 160C 198P0 T4 SW SAINTOLUCIE,FL3498SUITE g114 i w fe A 1 05 PHONE: (772) 785.9888 SI�V7R 06 t S H E ET TITLE MODEL . WINDSER COST EMAIL: PWELCHINC@AOL.COM IFS � aahL��* a ON (� li PAUL WELCH P.E. '�� " BLOCK &LINTEL PAGE JOB NUMBER : FLORIDA REGISTRATION NO, 29945 Level 1 Master Bed Kitchen 172 cfrn 12 x 12 298 cfrn Bed3 10 x 10 a- -s 172 cfrn ¢ -a. 7" 16x16 16x16 12x8 7" 384 cfm 14 " 12 x 12 183 cfrn 4" 183 cfm His 411 Hers Hall 8x4 8 x 4 4- 6„ -A8x4 Great Room 8" 8„ �52cfm 37 cfm 5 cfm 719 10x10 lox 10 6" 3 x18 154 cfrn 154 cfrn 4' 7 3 cfrn Bath Master Bath <- -a 7" � -s 1211 y 7" 18" 120 CFM 8 x 8 6" Duct 88 cfm 12 x 12 12 x 8 6"Exhaust Vent Q 8x4 7„1&}cfm 154 cfm 4cfm 10" 7° 5" 4 Foyer 12x12 10x6 Bed2 50 CFM 12 x 12 40 134 cfm 61 cfm 4" Duct 238 cfm 6 14" 4"Exhaust Vent -t6;48 Laundry 6°8x4 -►10x6 16° cfm 134 cfm IIII e- Living E- 8x8 8x8 Ito Office Garage a 119 cfm 119 cfm DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO* 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHERAP PROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #: 1640 Performed by Chris Bateman for: Dinsmore Residence TBD Easy St Fort Pierce, FL 34982 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vi ckilynne@aircalcs.com 50 CFM 4" Duct 4"Exhaust Vent Scale: 1 : 118 Page 1 Right-Suite®Universal 2021 21.0.08 RSU29066 2021-0ct-12 17:02:53 ft HVAC\TBD Easy St PSL Prop.rup NUM99MMIJUITINUMFE M11 RE PLUMBING RISER PROJECT NAME : PROPOSED DINSMORE RESIDENCE PROJECT ADDRESS : TBD EASY STREE FT. PIERCE, FL 34982 SHEET TITLE HVAC PAGE nets... DATE 11 / 15 / 2021 GARAGE 51DE RIGHT EXPOSURE 160C MODEL WINDSER CUST, JOB NUMBER : r PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC, 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG, 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/" 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, ENGINEER PAUL WELCH INC. �4C w'C W MECHANICAL ELECTRICAL :ticerstcy�s CIVILENGINEERING *e Nn +OBISIF it z W A 106 1984 SW BILTMORE ST, SUITE # 114 e PORT SAINT LUCIE, FL 34984 S 4 crate cK r PHONE:(772)785-9888IF t�.k�,oriYO'!:••'"' EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. \ FLORIDA REGISTRATION NO, 29945 TRUSS CONNECTOR SCHEDULE 'TRUSS NOTES• 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY 'SENGINEER, 21 CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES, 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: DINSMORE RES, TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 10 / 22 / 2021 CUT -SHEET DATE: 10 / 26 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES At Al Bt 81 Ct 1ST 2ND 1ST 2ND 1ST $ 2ND 3255 3971 3708 4206 3059 (1)MGT (1) MGT (1) MGT (1) HDU4 (1) MGT 3965 3965 3965 4585 3965 (22)10d&(1)5/8"A.B. (22)10d & (1) 5/8" A.B. (22) 10d & (1) 5/8"A.B. (10) SDS 1/4" X 2-1/2" $ (1) 5/8" A.B. (22) tOd & (1) 5/8"A.B. OO q �Q 0 z a D6 1ST 622 (1)HETA20 1810 (8)16d VALLEYS CONT. 100 # PLF () MTS 16 1000 14 10d X 1-112" ALL OTHERS Aress BEARING EACH - <1800 # 1 STRAPAT (1) HETA 20 EACH END AND 24" 1810 O.C. (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 14 ( ) 10d X 1-1/2" AT FRAME BEARING NOTE: 2USS CONNECTORS AT WITH 1175 # UPLIFT OR "SIMPSON" HTSM WITH 3" TITEN, AND (10) 10d. TRUSS CONNECTORS S WITH 1175 #UPLIFT NSULT ENGINEER FOR 1 VALLEY TRUSSES MAY REATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O3 (i)- FGTR w/(18)-SDS 1/4"X 3" & (2) 1/2"X 5" TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED WITH (10) SDS i/4"X 2-1/2" & (1) 5/8"A.B. O2 MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED DATE 11 / 15 / 2021 SCALE 1/4"=1'-0" GARAGE SIDE EXPOSURE : 160C MODEL WINDSER CUST. JOB NUMBER: RIGHT PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW 81LTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 +CM1c S(A7E ✓SF itr J16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER �L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (1614X 8'-0" & 9'-0" X 8'4' GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5A/2" EMBED, TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) BATT INSULATION TRUSS BOTTOM CHORD /2" DRYWALL CEILING NO SCALE 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT4" O.C. PERIMETERAND 6" O.C. FIELD ZONE !�2 NAILS AT4" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q3 NAILS AT4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE, ROOF SHEATHING NAILING ZONE PROJECT NAME PROPOSED DINSMORE RESIDENCE PROJECT ADDRESS : a TBD EASY STREE FT PIERCE, FL 34982 EX SHEET TITLE a DETAILS PAGE 10'-1" FROM _ FINISHED FLOOR EXTERIOR CEILING TO BE - STUCCO OVER WIRELATH NAILS w/ 3/8" DIA. O.C. OVER 3/8" METAL RIB LATH @ 6" LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) P❑ J❑B DATE 11/15/2021 GARAGE 51DE RIGHT M ❑DEL NUMBER : SURE 160C WINDSER CUST. NO SCALE 2XPT BLOCKING @ COLUMN STUCCO FINIS 16" X 16" STUCCO BASE PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" X 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL, 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS &FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN W/ (2) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH (2) # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT IN (3000 PSI) CONC, R FOUNDATION PLAN) FILLED CELL. (LOCATIONS PE FOOTING PER PLAN 12" X 12" ENTRY PORCH COLUMN DETAIL NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION ENL';INEER PAL1L WELCH INC. MECHANICAL � ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 P ORT SAINT LUCIE, FL 34984 (772) 785-9888 PHONE : EMAIL: PWELCHINC@AOL.COM WELCH P.E. PAUL FLORIDA REGISTRATION NO, 29945 i stti�e � F '$?1iMAiF:,vvvv N CMU W/ (SEE WA CORROE PER V APPLY PE BETWEE (SEE N 2 G NOTE: NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 =1LLED CELL AT JAMB BLOCK (TYPICAL) "X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS, TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1414" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. G FRET NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH /8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" i S III FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. INF STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) `T . NOTE: `K DETA TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1414" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X R T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN. 1A/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4418" P.T. w/ 3116" TAPCONS 1414" MIN. EMB. 4 /12" O. C. w/ # 10 SCREWS, PER PRODUCT APPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION. RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT'WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) Cl WATER RESISTANT COATING (SEE WATERPROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1, PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK, COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL, PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5, PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6, AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. DATE : 11/15/2021 aa 11 GARAGE SIDE RIGHT EXPOSURE 160C MODEL WINDSER CUST. JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 9 � ! STATE ,pE W = A 109 ul