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HomeMy WebLinkAboutAPPROVED Building Plans GENERAL NOTES 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS PROPOSED TAMEZ RESIDENCE AT JOB SITE, PLANS,SPECIFICATIONS, ECT. 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 5105 MYRTLE D R. FORT PIERCE, FL 34982 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 THIS ELECTRONIC SIGNATURE AND SEAL RESIDENTIAL, FBC AND PLUMBING CODE, FBC EDITION. MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION,AND THE NEC(NFPA 70)2017 EDITION. 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION CERTIFIES ALL ( 10) PAGES IN THIS FILE. AREA PER FRC301. ENERGY CONSERVATION NOTES Digitally signed 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY Paul CONSERVATION RESIDENTIAL. by Paul Welch 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES,A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS Date: �O� 1 1 • 1 1 �•�0 REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN Welch 12.3 0• /� 5 _0 5 l 0 0 1 ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. L.� 4)WINDOWS,SKYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT,AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5)CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES PLAN INFORMATION 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA70)2017 EDITION. MMMMMMMEI 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE A SINGLE FAMILY RESIDENCE HIGH-EFFACY LAMPS OR A MINIMUM OF 75%S OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES LA SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED MODEL ASHLEY TO BE HIGH EFFACY LAMPS) GARAGE SIDE LEFT 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ELECTRICAL SERVICE OVER HEAD 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT EXPOSURE 160-C 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE PLAN DIMENSIONS 5V-8"X 50'-0" 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. AREA TABULATIONS 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 CONSTRUCTION ■ LIVING AREA 1580 SQUARE FEET AND 20 AMP CIRCUITS SREVING:BATHROOMS, GARAGES, KITCHENS,ACCESORY BUILDINGS, OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. BY . PLANS AND ENGINEERING ■ 2 CAR GARAGE 392 SQUARE FEET 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. BY . COVERED ENTRY 20 SQUARE FEET 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PORT ST LUCID PROPERTIES BACK PORCH 107 SQUARE FEET PAULWELCH INC . TOTAL FOOTPRINT 2099 SQUARE FEET10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 201 SW PSL BLVD UNIT 103, COPYRIGHT REMAINS THE PROPERTY OF PORT ST PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH , P. E. REG. 29945 LUCID PROPERTIES INC.WRITTEN DIMENSIONS TAKE ADDITIONAL NOTES PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 1)INTERIOR TO BE 1/2"DRYWALL FINISH. WWWPSLPROP. COM LIVING AREA VOLUME : +/-21,345.26 SQ. FT. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.''/2'THICK WITH(13 GAGE, 1 3/8"LONG, 19/64"HEAD; . 0.098"DIAMETER, 1 '/d'LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 5/8"LONG, 5/64"HEAD;OR GYPSUM BOARD NAIL,0.086"DIAMETER, 1 5/8"LONG,9/32"HEAD)SPACED AT 7" O.C. FOR NAILS AND 12"O.C. FOR SCREWS. 3)WALLS AT SHOWER TO BE TILE.PROVIDE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288,C 1325,C 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.(PER FRC 702.4.1 &FRC 702.4.2). 4)WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 5)WALL AND CEILING FINISHES SHALL HAVE FLAME-SPREAD CLASSIFICATION OF NOT PLAN SHEET ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION GREATER THAN200. PROJECT NAME: PROPOSED TAMEZ RES. OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL INDEX STREETADDRESS: 5105 MYRTLE DR.FORT PIERCE, FL 34982 CONSTRUCTION TYPE: V BUILDING PERMIT NUMBER: OWNERS NAME: TAMEZ RESIDENCE APPLICANT: 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 PERMIT NUMBER: ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. SHEET A100 CERTIFICATION STATEMENT : OPENING PRODUCT RATED PRODUCT 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO COVER SHEET I CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE PRODUCT DESIGN PRESSURES DESIGN PRESSURES MANUFACTURER MODEL NUMBER APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C 1002,C 1047,C 1177,C 1178,C 1278,C STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SH EET A101 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO FLOOR PLAN ASTM C 557 DESIGN PARAMETERS AND ASSUMPTIONS USED : 3/16"X 1-1/4"MIN.EMBED TAPCONS 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR SHEET A102 WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS& DOORS 185 SH FL# 17499.1 IMPACT AT 2"/16"O.C. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ELEVATIONS 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS SEE ELEVATIONS +50 /-63.0 MI WINDOWS& DOORS 185 PW FL# 15349.5 IMPACT 3/16"X 1-1/4"MIN.EMBED TAPCONS ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME AT 3"/14"O.C. SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX SHEET A103 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A N/A N/A N/A N/A N/A N/A NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ELECTRICAL SHEET A104 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D FOUNDATION BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5 STRUCTURAL NOTES SHEET A105 SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: 13.0' ROOF PITCH : 6112 PARAPET: NIA FT. SHEET A106 (2 ROWS)1/4"X 1-1/4"MIN.EMBED 1)DESIGN LOADS IN ACCORDANCE WITH ASCE07-16. HVAC & PLUMB. 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS +/-55 MI WINDOWS & DOORS 120/ 130 / 140 FL#22401.3 IMPACT TAPCONS AT 6"/16"O.C. 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). + 26.8 - 65.8 - 90.1 -38.7 -47.7 -37.0 6 + 26.6 + 26.6 + 35.6 + 35.6 + 30.3 SWING TYPE DOORS SEE ELEVATIONS +/-67.0 THERMA-TRU SMOOTH STAR FL#20468.1 IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS AT 6"/14"O.C. 3)ALL STRUCTURAL CONCRETE IN BEAMS,LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE SHEET A107 ZONE 1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE : A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. -47. 1/4"X 1-1/4"MIN.EMBED TAPCONS AT 6"/14"O.C.AND TRUSS LAYOUT FRENCH DOORS SEE ELEVATIONS +/-50 THERMA-TRU SMOOTH STAR FL#20468.8 IMPACT 3"&7"EACH SIDE OF MEETING POINT TOP AND BOTTOM 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET A108 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY - NSA PSF SEE PLAN FOR SIZES&STEEL REQUIREMENTS. DETAILS 5/16"X 1-5/8"MIN.EMBED LAG SCREWS 5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: DOCK: NIA PSF DECK: NIA PSF STAIRS : NIA PSF FENCE : NIA PSF RAILING - NIA PLF/CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55/-64 DAB 824 /811 FL# 15371.5 N/A ONE PER BRACKET FOOTINGS:3"BEAMS: 1 /z SUSPENDED SLABS: 1 /2 SHEET A109 HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A 6)LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL DETAILS 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) FASTEN USING MIN.0.125"SHANK DIAMETER,MIN.0.410" MINIMUM IN BEAMS AND COLUMNS. ROOF VENTILATION -65.8 -180 TAMKO COOL RIDGE FL#4103.1 N/A HEAD DIAMETER,MIN.2.5"LONG CORROSION RESISTANT 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. SH E ET A110 ROOFING NAILS SPACED 24"O.C.ON EITHER SIDE OF THE RIDGE SLOT 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE N/A UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTOLB1236 FL# 2569.1 N/A APPLY DIRECTLYTOTHE ROOF DECK.DO NOTAPPLY IS NOT PERMITED. SHEET A111 TO SHINGLES OR OTHER ROOF COVERINGS.START AT LOWEST POINT OF THE 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOT APPLICABLE EXPLAIN WHY NOT) ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 3"MIN. N/A PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM,EVEN PRESSURE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES FROM THE CENTER TO THE EDGES.REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLL AND APPLY PRESSURE. 10)UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C. EDGES,AND 6"O.C. PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED? YES FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8"BEARING. INDEX ROOFING MATERIALS 160 194 OWENS CORNING ARCH.ASPHALT SHINGLE FL# 10674.1 N/A STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED 12 GAUGE(0.105INCH(3MM)SHANK WITH AMINIMUM 3/8INCH(10MM) WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE DIAMETER HEAD,ASTM F 1667,OFALENGTH TO PENETRATE THROUGH 12)PROVIDE#5 CORNER BARS W/30"MIN. LAP SPLICE FOR BOND BEAM. AND BELIEF. THE ROOFIli SH SHEATHING.WHERE THE ROOF SHE THINMATERIALS AND A MINIMUM 3/4 INCH1GnIS LESSOTHAN 3/4 1 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,AND HAVE APPROVED THEIR USE IN THIS INCH(1 9MM)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 3/8" NAME : PAUL WELCH., P.E. CERT.#&CO. CERT.AUTH. 29945 STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667(6 PER SHINGLE) 0 HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C. PERIMETER AND FIELD. DESIGN FIRM : DATE PAUL WELCH INC. NAME : PAUL WELCH, P.E. SIGNATURE : ON PLAN 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS(2)OR MORE ADDRESS : PLIES UNLESS NOTED. F- PROJECT NAME : DATE 09 /21 /2021 ENGINEER v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 5105 MYRTLE DR. FORT PIERCE, FL 34982 1984 SW SAINT LUCIE, IE, SUITE#114 A 100 O EXPOSURE 160 C PORT SAINT LUCID, FL 34984 PHONE:(772)785-9888 SHEET TITLE : MODEL ASHLEY EMAIL: PWELCHINC@AOL.COM N EL PAUL WELCH P.E. COVER PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6� 50'-0" FIBERGLASS SHINGLE ROOF OVER UNDERLAYMENT R-30 INSULATION 13'-6" 13'-6" 23'4" 13'-4" CONT.ALUMN. MTL DRIP - - HOSE BIBB OVER (PT) 1 X 2 =. ., _ 1/2" DRYWALL @ CEILING (TYPICAL) 2 X 6 PRE-PRIMED � 8" X 8" BEAM BLK. II II � r. O O s'-5/4' a'Oa" 2'-9° SPRUCE FASCIA =* W/(1)#5 BAR IN 3000 PSI I _ vo_ M J HOs BIBB =2 '`= CONCRETE FILLED CELL SH-22/TEMP./OBSC. SH-35 * SH-35 ■ ■ ■ ■ ■ ■ PRECASTLINTEL ■ ■ ■ ■ ■ ■ ■ ■ ■ VENTED =_+',',.h'=_ ■ ■ ■ ■ STUCCO SOFFIT 8" PRECAST LINTELS O !.=. , s, _ _ W/(1)#5 BAR FOR ALL p L21 LIN. (SEE DETAIL) =r'`+•= DOOR AND WINDOW OPENINGSTI D SHOW R JETTED TUB �, 21'-83/4' _: = LL 42"HIGH WALLS '� _ w/C.M.SILL&TEMP. ;M 668/BF ■ COVERED PORCH � ' ■ _ _ '=._ & FILLED W/3000 PSI CONCRETE - Lu Lu GLASS ENCLOSURE STUCCO FINISH - _ 8' 4"1"FLATCEILING " "1X 2 P.T. FURRING STRIPS -1 L0 5' 1/<" , " w ■ _ @ 16" O.C. WITH FI-FOIL Z 3'6/4 J M VERTICAL REBAR TIED TO DOWEL `- oo FAMILY ROOM , 0 � INSULATION L` M. BATH co VAULTED CEILING & RUNNING INTO BEAM BLOCK • - 8'-1"FLATCEILING M , IN 3000 PSI CONC. =lle 4 1/2" DRYWALL 48"VANITY - LoV z WC 8068/TEMP./SGD , - - (TYPICAL) Qo ■ 3-1/2"STEP ■ , ■ VERTICAL DOWELS =?f J 14'-0" w/30 LAP SPLICE _ 8 CONCRETE BLOCKS o ■ ■ ■ ■ ■ ■ ALIGN VAULT WITH WALL M — — — — — — — — — — — — — — — — FROM FOOTER _, r O 10'1"FLAT CEILING I `' WOOD BASE BOARDS • 8'a'rz' o N SEE FOUNDATION PLAN _ co �Q 1 FOR SIZE & SPACING 4 CONC. SLAB (MIN. 2500 PSI) co ,, 8 0 �w/6 X 6 10/10 WWM OR FIBERMESH r — — — — — — — — 15-o'i4' 2'-6" 0'-0"TOP OF SLAB En Oz w I 1 �FF 9'5" GRADE 41, a s. a e a e ■ N2'-1'/4" I 8'-03/4' I 2'-0" LL p m ■ oo O c�I a . C �. LIVING ROOM a N s, Lu NOOK M O 4 10 1 FLAT CEILING TYPICAL WALL SECTION I 1 '- " KITCHEN U I VAULTED CEILING O I I N N �I ■ I MASTER BEDROOM I W FLAT CEILING 1 (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) TILE FLOORING 8'-1"FLAT CEILING I �' o I NO SCALE 9'4"COFFER CEILING 1 ■ I I UPPER 4'-3" I V-83/4" 5'-4'/4" AHU ON 30"HIGH NOTE: PROVIDE 2 ROWS OF 8" X 8" BEAM BLK. I I PLATFORM WITH DRIP tw/ ( ) PAN AND DRAIN LINE RADo W/(1)#5 BAR IN 3000 PSI CONCRETE b) FILLED CELLS FOR WALLS OVER 8'-1" HIGH 5'-6" 5'-93/4' T-8'/z" m � `�____-- --____-- m z oTUB/SHOWER "' I I 2868 N N J Lu I I U O I I c (V p 'Lou m `' O w FOYER 2868 ; X� _ 2868 5'-03/4' ■ ° N—Q L9 nl Lo 8'-2" AHU a N \ Z U o_ - = o Z 10'-1"FLAT CEILING v N P M BATH 0 W ■ iv T-8'/2" ih 2'-4" ; N a LLI LL co TILE FLOORING c"I rt - 2668/BF 4068/BIFOLD co ao 48"VANITY • _ �Z WC 3068w/12" BEDROOM # 3 ■ � J wo ooc co • 3 a TILE FLOORING co r-� a HALF LIGHT S/L � 00-' lul W.I.C. (TEMP.) 10'-1"FLAT CEILING °' cy co UTILITY 2868 5'-93/4' w 8'-1"FLAT CEILING m 4'-3" T-1" 8'4" DRYER 9'-3'/4' ■ ■ L? m LOCATION ■ ENTRY ■ ` ROD&SHELF 5 Q • 10'-1"FLATCEI777 NG - 10'9'/" 2' 11'4" /fl/2" BEARING WALL CWOF 2"CURB BEYOND WALL (n BELOW O O (TYPICAL) oo — — —F. E. — — ■ @ 10'-1"A.F.F. ;�. N ■ PRECAST LINTEL ■ ■ ■ ■ ■ o • SH-25 SH-25 BEDROOM # 2 ■ ■ PROTECTION w '8-1"FLAT CEILING POST = - U) o 00 o6 cfl "? INSULATE WALL w/R-11 FIG BATT o O w ■ 1 22-1/2"X 54" 1 • 1 ATTIC ACCESS I • • • • • • • A.COMP. ` J SH-35/EGRESS GARAGE L2 0 0 0 8'-1"FLAT CEILING = 2'-0" T-2" 8" T-2" 2'-0" 5'-3" 4'-6'/a" 5-2%" CN (A FF) 2Cf • ■ 17'-834" 5-0" 11'-0" 15-0" PLAN INFORMATION O z 12 A SINGLE FAMILY RESIDENCE MODEL ASHLEY ELECT. PANEL 6 GARAGE SIDE LEFT FPL METER Z a w ELECTRICAL SERVICE OVER HEAD w _ • 1 • I— co 0- Y co 'L Q EXPOSURE 160- jo ry z PLAN DIMENSIONS 51'-8"X 50'-0" U HOSE BIBB � p w 0f U J o 0 0 ■ U a ■ _2" X 6" PRIMED & PAINTED AREA TABULATIONS ~ N ■ jm 16070/OHGD _ET ■ R/S SPRUCE LIVING AREA 1580 SQUARE FEET 12" O. 2 CAR GARAGE 392 SQUARE FEET COVERED ENTRY 20 SQUARE FEET 1'-6" 16'-0" 1'-6" 5'-0" �� �� CONC.WALK 6" x 22" SCREENED BACK PORCH 107 SQUARE FEET VENTS AT 72" O.C. TOTAL FOOTPRINT 2099 SQUARE FEET 19'-0" 31'-0° COPYRIGHT REMAINS THE PROPERTY OF PORT ST STUCCO OVER WIRE LATH LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE w/ 11ga. 2" NAILS WITH 3/8" PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR 50'-0" HEAD DIA.AT 6" O.C. OVER SHALL VERIFY ALL DIMENSIONS ON SITE. 3/8" RIB LATH @ 6" O.C. WITH SOFFIT DETAIL (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMBER) LIVING AREA VOLUME : +/- 21,345.26 SQ. FT. NO SCALE F- PROJECT NAME DATE 09/21 /2021 ENGINEER v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 5105 MYRTLE DR. FORT PIERCE, FL 34982 1984 SW SAINT LU IE, SUITE#114 A 101 O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a FLOOR PLAN PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I RIDGE HT. +/-17'-10" _ — 6'L.F.RIDGEVENT 12 NOTE : 12 6 SAND FLOAT FINISH 6 ON ALL STUCCO BANDS & RETURNS SUCH AS WINDOWS, 17 FT RIDGE VENT 12 , GARAGE DOORS, 6 DOORS+/-13'-0"M.R.H. AND ENTRY 12 1 6 BEARING HT. 10'-1" BEARING HT. 8'-1_ OPENING I.D. A 4E rlEl o ;10 , zo co MMUMMMElm- — OFRO N T ELEVATION OPENB G I.D. OPENICNG I.D. OPENIDNG I.D. OPENIENG I.D. 02 RIGHT ELEVATION OPENIF G I.D. OPENIGNG I.D. OPENH G I.D. SCALE : 1/4" = V-0" 2 1 z2 1 Z2 1 2 E SCALE : 1/4" = l'-O" 1 1 2 1 2 E OPENING I.D. OPENING I.D. OPENING I.D. B-1 C-1 D-1 11 11 11 6'L.F.RIDGEVENT 12 6 12 12 12 17 FT RIDGE VENT 6 6 6 BEARING HT. 8'-1" OPENING I.D. OPENING I.D. OPENING I.D. b> io OPENING I.D. 2 I 2 2E 1E - F.F.E.O'-0'"� OPENING I.D. OPENING I.D. O4 REAR ELEVATION LEFT E L EVAT I O N 03 2 SCALE : 1/4" = l'-O" I 2 I SCALE : 1/4" = 1'-0" PLAN INFORMATION ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE A SINGLE FAMILY RESIDENCE CALCULATE ATTIC VENTILATION DOORS,AND SIMILAR ENVELOPE ELEMENTS. MODEL ASHLEY CEILING= 2099 SQUARE FEET v GARAGE SIDE LEFT 2099/300= 6.9967 REQUIRED VENTILATION o OPENING AREA INTERIOR ZONE E END ZONE (NOTE#1) C.0 IN SQUARE FEET ELECTRICAL SERVICE OVER HEAD 208 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C.= 31.7778 SQ. FT./2 POSITIVE NEGATIVE POSITIVE NEGATIVE = 15.9 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. EXPOSURE 160-C ZL 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF 15.9 SQUARE FEET>7 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22"SOFFIT VENTS(a) 72"ON CENTER ZU 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF PLAN DIMENSIONS 51'-8"X 50'-0" 3L 50 +32.0 PSF -32.OPSF +32.0 PSF -40.2 PSF REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC ZL 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF AREA TABULATIONS 40-50% OF REQUIRED VENTING AS PER FRC 806.2 EX#2 LIVING AREA 1580 SQUARE FEET 1. DESIGN PRESSURES PER ASCE 7-16 2 CAR GARAGE 392 SQUARE FEET 6.997 X 40%=2.799 SQ. FT.OF RIDGE VENT 6.997 X 50%=3.498 SQ. FT.OF RIDGE VENT COVERED ENTRY 20 SQUARE FEET RIDGE VENT ° EXPOSURE 160-C BACK PORCH 107 SQUARE FEET 23'LINEAR FEET OF COOL RIDGE VENT TOTAL FOOTPRINT 2099 SQUARE FEET PROVIDE 23 LF OF RIDGE VENT 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 : +/- 21,345.26 SQ. FT. PROJECT NAME DATE 09 /21 / 2021 ENGINEER v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = l'-O" PAU L WELCH INC. M3 MECHANICALELECTRICAL W PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING 1984 SW BILTMORE ST.,SUITE#114 W A 102 O 5105 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. ELEVATIONS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 ..... ..... .... . . 201 SW PORT ST LUCI� BLVD ., 103, LUCII, 3# 1/0 IN 2" C ELECT. SERVICE "EP" O150 120/240v M 2 1 t�i MBR 150A MLO NEI ■ INN ■ Ami Iml ■ NJ JOE (P q) F �J , � ■ 3# 1/0, #6, 2" C u- v (D • \ FAN BOX #6 CU GROUND TIED JETTED TUB 1 ■ TO BUILDING STEEL, ■ J _ _ , CWP AND DRIVEN / GROUND ROUND IWC / / FAN BOX , ■ ■ ■ ■ ■ ■ 77 CL At - — — — — — — — — — — — — — — — — — — — - ■ OPTION r - �� ` ELECTRICAL RISER / DIST. I 3 ■ NOTE : USE ALL COPPER WIRE I 1 NO SCALE DQ I I I • I I I ��� I B' J_ \ I I V FAN BOX C0 LL: Lu FAN BOX SD/CO ■ I SD N SD/CO GFI------GFI - ----GFI--- SD � I v L — — — — — — — J SD U I ■ U ELECTRICAL LOAD CALCULATIONS PER NEC Of -o AHU Z P < • < 1580 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4740 VA � - ■ 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 �J \ WC I 3 LAUNDRY CIRCUIT 1500 5000 � l\ 4 DRYER 220V , 5 RANGE 12000 DRYER - ■ ■ / I ■ 6 WATER HEATER 4500 LOCATION ■ ■ GFI 7 DISHWASHER 1200 ■ WP/GFI ELECTRICAL SYMBOL LEGEND 8 REFRIGERATOR 1200 N o GFI /j- - - - - -� • \ 9 IRRIGATION PUMP OPTION 1800 < n \ ■ ■ ■ ■ ■ ■ SWITCH $ THERMOSTAT GFI OUTLET qp 10 MISC. 5000 • WH / ■ 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI PROTECTION / \ ■ � TOTAL : 37240 VA ■ POST I \ ® FLUORESCENT LIGHT 4-WAY SWITCH $4 EXHAUST FAN ' 1 DIMMER SWITCH $D DOOR CHIMES P0019 WP/GFI / I I ■ PUSH BUTTON I WP❑o I ALARM PAD o GARAGE DOOR OPENER FIRST 10 KW @ 100% 10000 I WP-GFI OUTLET SERVICE PANEL :IQ 0 1 / ■ ■ REMAINDER Ca)40/0 10896 J ■ ■ ■ ■ ■ ■ 110V OUTLET q) SERVICE METER F=-1 CEILING FAN • 5'-0" ATTIC ACCE 5,o„ I TOTAL : 20896 A.COMP. 220V OUTLET V LIGHT FIXTURE J A/C HEAT(CD 100% 10000 �p1 � 4-PLEX OUTLET 220V \Y� - _ _ _ _ " \Y� I WALL MOUNTED x TOTAL : 30896 VA ■ SWITCHED OUTLET LIGHT FIXTURE DISC. I LIGHT FIXTURE 1 FI SPECIAL PURPOSE ® w/PULL SWITCH �P/ CEILING FAN w/LIGHT 308 240 = 128.73 AMPS USE 150 AMP SERVICE. • JUNCTION BOX J❑ RECESSED LIGHT/ A/C DISCONNECT `=150 AMP VAPOR PROOF X FPL METER ;ELECT. PANEL q / PHONE OUTLET T RECESSED LIGHTco V w o ■ TV OUTLET FLOOD LIGHT v ■Lu FLOOR OUTLET DISK LIGHT �DJ SCONCE PREWIRE ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. w NOTE TO BUILDER: w / ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE O • ■ HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES OUTLETS PER NEC 210-12(b ) SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED ■ • • ■ / SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 TO BE HIGH-EFFACY LAMPS) J 3)RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR 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. F- PROJECT NAME DATE 11 /08/2021 ENGINEER PORT ST LUCII PROP RTI S v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W INCO 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 5105 MYRTLE DR. FORT PIERCE, FL 34982 1984 SW SAINT LU IE, SUITE#114 A 103 O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE M O D E L : ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I CONCRETE SLAB FINISH FLOOR 50'-0" a a a a a a 13'-6" 13'-6" 23'-0" a a a o e �'o •e 13'-4" HOSE BIBB 4'-10" T-10" 4'-10" 13'-6" 2'-5" 5'-2'/s" T-10'/a" T-10'/a" 5'-2'/s" 2'-5" 4'-0" 2'-4" 8'-10" 2'4" 4'-0" (2)#5 REBAR CONTINUOUS LL LL 3" MINIMUM CONC. COVER 3'-23/4' HOS BIBB . . ■ ■ ■ . F2 INTERIO 8-2 R BRG. FTG_ (NO STEP , ) - - - — — - — - - — - — — - — - -- -- - N SCALE: 1/2" = 1'-0, ■ ' " U CO rn c7 .a M 4 RECESS SLAB 3-1/2"R LL li LL ii ■ M ■ BELOW FINISH FLOO 2'- I in Q I o 4"THICK(3000 PSI)CONCRETE SLAB 0 ■ F 6 w/FIBERMESH OR 6"/6"10/10 WWM F-g FTG N c' OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL LLI Q FTG #5 REBAR ■ O 2 Lo 1'-3'/2' WC 1'-11'/4' ■ v O ■ 3-1/2"STEP ■ ■ I C II G 7-5/8"CURB LAV MASTER SHOWER REF. g Z ■ NJ jml� ■ ■ ■ #5 REBAR ■ 2'2"' CD4�� CONCRETE SLAB co o CONCRETE SLAB ° 5'-4" I�i LL N /�„ FINISH GRADE o I� F. FLOOR Z FINISH GRADE ° TILED SHOWER 12'-0'/4' ■ — - - - ° FTG (RECESS 3-1/2") ° " � N � ■ ° THICKENED EDGED 4"THICK(3000 PSI)CONCRETE SLAB Z _77 (2)#5 MINIMUM CONTINUOUS, w/FIBERMESH OR 6"/6"10/10 WWM F-9 N OVER VAPOR BARRIER ON CLEAN RUN CONDUIT TO ISLAND FTG 'n �� 4" (2)#5 MINIMUM CONTINUOUS, 16„ ■ 3"COVER MIMIMUM. COMPACTED CHEMICALLY TREATED FILL 16 3"COVER MIMIMUM.Lu 41'II q 0'-0„ " 21 88' 5'-10Y8' . BEARING FOOTING CURB SECTION v TOP OF SLAB o F 1 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" I I I I ■ 15'-8" o I I I I � I I tr- ■ BAH U ■ �+ 1 N Z II 2 #5 REBAR FINISHED FLOOR CONCRETE SLAB � , ■ - _ WC CD _ J tt Z a7 N "' F_g _°,%' co CONCRETESLAB ■ FTG ��� - M 7 L` " ■ CONCRETE SLAB F. FLOOR ------------------ 4 C9 1 I o o I I V • t1J I I ■ ■ FTG °•' � (� C9 N F-9 FTTq ■ - ------------- =----- --------- -- ---- ------- " LL FTG m (2)#5 MINIMUM CONTINUOUS, ■ A/C C,FiASE 3"COVER MIMIMUM. " BY,RLUMBER ■ 16 (2) # 5 MINIMUM CONTINUOUS, ,;' ■ — — — — — — — ■ ■ ■ ®■ ■ r /Jill - m M 3" COVER MIMIMUM. F6 EXTERIOR STEP F5 INTERIOR BRG. FTG. (STEP) ROTECTION POST 00 FTG ■ SCALE. 1/2" = 1'-0" SCALE: 1/2" = 1'-0" U o? zo o �:' � FTG ■ U ■ ■ m ■ ■ I■ ■1 10 ■ A.COMP. ■ U V-8" T-10" T-10" V-8" 4'-11" 5-2'/a" 4'-10'/a" o m N N 4.-0" v o co L r b o F-3 ■ v U oN 5-0" 11'-0" 15'-0" ■ --------------7 -- -------------------------- o 10 I I o F-10 Ilia Q FTG O J U I I #5 REBAR WITH 30"MIN.LAP SPLICE 00 ■ CURB HEIGHT VARIES AROUND m PERIMETER OF GARAGE a #5 VERT.REBAR IN(3000 PSI)CONCRETE co o HOSE BIBB of FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) io U i #5 REBAR WITH 30"MIN.LAP SPLICE � ■ I I ■ N ■ ■ #5 VERT.REBAR IN(3000 PSI)CONCRETE BEND#5 BAR INTO SLAB+/-4' FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) #5 CONTINUOUS #5 BAR INTO SLAB AT 4'O.C. STUCCO FINISH co Of F_g 4"THICK CONC.SLAB STUCCO FINISH U FTG w/FIBER MESH CURB HEIGHT VARIES v #5 BAR INTO SLAB AT 4'O.C. Q 1' 16'-8" 1'-2" (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL M W w (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL 19'0" 31'0" o > ,L IllQ FINISH GRADE("SEE ELEVATION PLAN") (3000 PSI)CONCRETE SPREAD FOOTING 50'-0" Z FINISH GRADE o C - I G a (3000 PSI)CONCRETE SPREAD FOOTING " (2)#5 BARS CONTINUOUS M (2)#5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL F 10 SCALE: NO SCALE F9 SCALE: NO SCALE PROJECT NAME DATE 11 /08/2021 ENGINEER v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-01, PAU L WELCH INC. W MECHANICAL PROJECT ADDRESS GARAGE SIDE LEFT CIVIL CAL W ENGINEERING M3 1984 SW BILTMORE ST.,SUITE#114 W A 104 O 5105 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 0. FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 FIELD ADDED#5 REBAR @ TOP (MIN. (1) REQUIRED) 50'-0" 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED 13'-6" 13'-6" 23'-0" Q uJ D = C.M.U. QUANTITY OF#5 BOTTOM OF LINTEL CAVITY U Q 8F16-lB/lT o g GROUT `" O NOMINAL WIDTH QUANTITY OF#5 Z FIELD ADDED#5 REBAR @ BOTTOM I REBAR @TOP 5'-2" 3'-2" 5'-2" 2'-8" 8'-2" 2'-8" 2'-9" 4'-6'/8' 8'-5'/<" 4'-6'/e" 2'-9" . . (MIN. (1) REQUIRED) NOMINAL HEIGHT 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION PRECAST LINTEL (ACTUAL PROVIDED IN LINTEL ) 13 L"1 10 O N NOMINAL VARIES WIDTH 0 bo i;' 12 o C9 11 N N 14 • ih • O I • 7 `O • M 8'-1" BEARING HT. _ o U* uo uo U99 10'-1" BEARING HT. co 8F28 8F24 8F20 8F16 N M 15 CROSS SECTIONS N W "' 2A O NOTE : 3A 4A CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION O ® BEARING WALL @1o',"A.F.F. OPENING SCHEDULE A'XX Aa'XXX Ate' PRECAST LINTEL CASTCRETE LINTEL L-2 (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT O BEAM LOAD LOAD LOAD LOAD 4'7" O 16070 OHG DOOR 192"X 84" 84" 8'-1" 17'-4" 8F17-1 B/1 T 950 200 404 100 2'/z" 2'/i' O 3068 OUT SWING 54" X 83" 83" 10'-1" 5'-8" (R) 8RF6-OB/lT 920 100 675 100 DOOR w/12"SIDELIGHT 2'-0" 3'-2" 8" 3'-2" 2'-0" 5'-3" 4'-6'/8' 5'-2V8" 2q FIXED TRANS 54"X 19" 109" 10'-1" 5'-4" 8F13-lB/lT 3090 550 1632 250 5'-0" 11'-0" 15'-0" O3 SH-25 38" X 63" 80" 10'-1" 4'-0" 8F8-OB/lT 2561 100 1363 100 I----------------------------------------------- 3A FIXED TRANS 38"X 20" 108" 10'-1" 4'-0" 8F13-lB/1T 4605 650 2192 350 ® SH-25 38" X 63" 80" 10'-1" 4'-0" 8F8-OB/lT 2561 100 1363 100 4A FIXED TRANS 38"X 20" 108" 10'-1" 4'-0" 8F13-1 B/1T 4605 650 2192 350 O SH-35 54-1/8" X 63" 80" 8'-1" 5'-4" 8F16-1 B/1T 5365 200 2290 100 O © SH-1-134 27-1/2"X 50-7/8" 80" 81-1 3'-6" 8F16-lB/lT 6113 200 3547 100 O SH-35 54-1/8" X 63" 80" 8'_1" 5'-4" 8F16-lB/1T 5365 500 2290 200 ® SH-35 54-1/8" X 63" 80" 8'_1" 5'-4" 8F16-1 B/1T 5365 200 2290 100 16'-0" 1'-6" 0 SH-35 54-1/8" X 63" 80" 8'-l" 5'-4" 8F16-1 B/1T 5365 1350 2290 750 19'-0" 31'-0" 10 SH-35 54-1/8" X 63" 80" 8'_1" 5'-4" 8F16-1B/1T 5365 650 2290 350 50'-0" 11 8068 98" X 79" 79" " 9'-8" 8RF14-lB/lT 1568 600 931 250 SLIDING GLASS DOOR 8-1 12 2868 35" X 83" 83" 8'-l" 4'-6" (R) 8RF14-1B/lT 5206 100 2525 100 OUT SWING DOOR 13 SH-22 38" X 26-1/4" 80" 8'-l" 4'-6" 8F16-1 B/1T 6113 1300 2724 750 14 SH-25 38" X 63" 80" 8'-l" 4'-6" 8F16-lB/lT 6113 200 2724 100 15 SH-25 38" X 63" 80" 8'-l" 4'-6" 8F16-lB/lT 6113 200 2724 100 " L 1 OPENING AT COVERED PORCH 80" 8'-1 TOB 14'-8" 8F16-1 B/lT 1370 200 519 100 2 OPENING AT COVERED ENTRY 80" TOI11, 5'-10" 8F16-1B/lT 1631 100 2093 100 PROJECT NAME DATE 11 /08/2021 ENGINEER PORT T LUCI PROP RTI S INCO m3l Sv PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. PROJECT ADDRESS GARAGE SIDE LEFT MECHA CIVILI ENGINEERING CAL W 1984 SW BILTMORE ST.,SUITE#114 W A 105 O 5107 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINTLUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCII, �LORIDA 34983 a BLOCK & LINTEL PAGE J O B NUMBER FLORIDAREGISTRATION P.E. 29945 N Level 1 Master Bath 10 x 10 Family Room 10 x 10 2" 143 cfm ,� 143 cfm -30 1,1 ,, 100 CFM ❑F 2" VTR „ ! 6" Duct 10x10 2 2;, J L 6" Exhaust Vent 160 cfm 711 rR 12 x 12 Kitchen Nook 12" m 7" 8x8 7�� 12x12 � 79cfrn 12x8 7" SHCWERT ~ 198 cfm F 8 250 cfm Living Room L AIR 1 -1 /2 Master Bed GAP STUDDO VENT 2�� VTR 5 10x10 �' 7" 10x10 511 30 x 18 136 cfm 12" 136 cft 3 r2lf D W JL 8 x g IIIIJ III 111111110111111111 956 cfm 79cfm 5" 1611 12 7 L KS F�� Bath � Hall 3" WC Foyer 14" " „ 9" 12x12 � 2 2" 5 10x6 3�� 10x6 8" 134c 12xl2 60cfm 4" 8x4 37 cfrn 4" Bed 194 cfm ❑F 50 CFM 41 frri WIC F c e 3 4" Duct 3�� Laundry 10x6 5., 4 Exhaust Vent 3" VTR 58 cfm -1L 12x8 134 cfm 611 H@ Garage 7" Bed 2 3" L DUCTS IN THE GARAGEAND 12x8 DUCTS PENETRATING THE 194cfrn WALLS OR CEILINGS w 2" SEPARATING THE DWELLING 311 FROM 3" WC THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM 3 TUB 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR 4" OTHER APPROVED MATERIAL AND SHALL HAVE NO OPEN IN GS INTO THE GARAGE PLUMBING NOTES: 3" 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 4" 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. n 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 0 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, PLUMBING RISER ss SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. NO SCALE 6)WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. Job #: 1627 Air Calcs, LLC Scale: 1 : 113 Performed by Chris Bateman for: Page 1 Tame Residence 7550 Hidden Hammock Ln Right-Suite® Universal 2021 TBD Myrtle Dr Vero Beach, FL 32966 21.0.08 RSU29066 Fort Pierce, FL 34982 Phone: 772.800.8413 2021-Sep-28 13:31:45 vickilynne@aircalcs.com ... HVAC\TBD Myrtle Dr PSL Prop.rup PROJECT NAME DATE 11 /08/2021 ENGINEER PORT ST LUCII PROP RTI S IN v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL c ELECTRICAL W Ce 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 5105 MYRTLE DR. FORT PIERCE, FL 34982 1984 SW SAINT LU IE, SUITE# 114 A 106 O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE: (772)785-9888 SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 50' 0" 13' 6" 13' 6" 23' 0" 7' 0" 2' 0" 2' 0" 2' 0" ' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0" 1ST BRG /Y 0 C) 0 m m m m m m m m m Q 0 0 0 CJ1 CJ2 C J 3 CJ4 Hatch Legend 0 C) CJ5 CJ6 �� 10 - 1 A. F. F EJ7 /1 VAULTEJ72 8'- ' CLN EJ7 11 EJ72 ' " 81 8 - 1 A. F. F EJ7 EJ72 3/12 VAULT EJ71 EJ72 ><2' ID EJ71 /X\ /X\ > 1 ' CLN x t, EJ72 TRUSS END DETAIL M EJ71 >< Ln EJ72 M 12 EJ71xI EJ7 PLUMB CUT OVERHANG 0 617 8' 010 1' a' M EJ71 EJ7 8'-1" CLNG 4-1/2" EJ7 EJ7 HEEL HEIGHT EJ7 EJ7 - ° o0 00 IF L n Ln EJ7 EJ7 1'-0" EJ7 EJ7 TRUSS CONNECTOR SCHEDULE >< ><V2 EJ7 o "' EJ7 CONTRACTOR: PSL PROPERTIES)<>1 X <L v CL_ _ IN/ ~ _ J7 OWNER: TAMEZ RES Co C2 > > j > D2 TRUSS NOTES: 1i n C2 - - TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. 00 00 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE En INSTALLING TRUSSES. D2 LAYOUT DATE: 09/24/2021 3)TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. C2 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND m m DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. 8'-1" CLNG m m CUT-SHEET DATE : 09/24/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS (n C3 0 U) z z N N TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN C371- Al 1ST 1494 (1)HETA 20 1810 (8)16d pO 00 B9 1ST 1443 (1)HETA 20 1810 (8)16d C3 C1 1ST 2207 (2) HETA 20 2500 (12)16d Zx C1 2ND 2602 (1)MGT 3965 (22)10d&(1)5/8"A.B. O2 O3 00 D1 1 ST&2ND 1781 (2)HETA 20 2500 (12)16d O3 C3 N GABLE ENDS CONT. 267#PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 1 STRAP AT EACH END AND 48"O.C. C3 VALLEYS CONT. 100#PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 1 STRAP AT EACH END AND 24"O.C. C3 ALL OTHERS AT CBS EACH <1800# (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHERS ATFRAME EACH <1000# (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-1/2"TO O 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. 19 011 5 0 If111011151011 O2 USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.) O3 (1)FGTR w/(18)SDS 1/4"X 3"&(2) 1/2"X 5"TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED NOTE : 501011 FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175#UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4"X 1-3/4"TITEN,AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175# UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS PROJECT NAME DATE 11 /08/2021 ENGINEER v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL PROJECT ADDRESS GARAGE SIDE LEFT CIVIL CAL W ENGINEERING W 1984 SW BILTMORE ST.,SUITE#114 A 107 O 5105 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a TRUSS LAYOUT PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 41ii . 201 SW PORT ST LUCI� BLVD ., 103, LUCII, 19/32" ROOF SHEATHING O ROOFING UNDERLAYMENT PER PLAN 0 0 0 0 SIMPSON MTS 16 w/14-10d = F_ 1* NAILS PER CONNECTOR SCHEDULE O (3) 16d NAILS(TYPICAL) 2"X4""X" BRACING @RIDGE AND 6'O.C. EACH SIDE OF RIDGE N HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) DOUBLE 2"X4"TOP PLATE 2"X WOOD FASCIA ~ w/ALUM. DRIP EDGE _ PROVIDE (2)2"X12"YP HEADER O w/FLITCH PLATE GLUED&NAILED SOFFIT(SEE DETAIL) z CV 1/2" DRYWALL w/10d NAILS @ 8"O.C. STAGGERED 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8"WASHER (WALLS &CEILINGS) BOTH SIDES @ DOOR OPENINGS. W (TYPICAL) 2"X 4" LADDER FRAMING @ 12" O.C. 0- 1/2"STUCCO EXPANSION JOINT 1/4"X 3"TAPCONS @ 12"O.C.TO 2"X4"STUDS @ 16"O.C. 01-1 O BLOCK WALL OR 1/2"X 5-1/2" SPH-4 TOP& BOTTOM EACH STUD REDHEADS @ 24"O.C. STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS O WITH 3/8" DIAMETER HEAD @ 6"O.C. OVER(2) LAYERS p N 2"X 6" OF (15#FELT OR TYVAK BUILDING WRAP)OVER 15/32" (PT) OR 2"X 8" (PT)) BUCK (TYPICAL) R-11 INSULATION P.T. 2"X4" BOTTOM PLATE CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6"O.C. ti PERIMETER AND FIELD. w/ 1/2" DIA.X 12"A.B. @ CEILING PER PLAN NOTE: 24"O.C. OR 5/8" DIA.X 6" GABLE END TRUSS REDHEADS @ 24"O.C.w/ o PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. 2"X4"SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12"O.C. N @TOP&BOTTOM PLATES @ @ 6'O.C. FASTENED TO TOP OF BOTTOM GARAGE FINISH FLOOR 16"O.C.w/10-10d NAILS. CHORD OF TRUSSES WITH (2) 16d NAILS MONOLITHIC FOOTING w/ EACH,AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" (2)#5 BARS CONTINUOUS 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" co NAILS EMBED STRAP IN BEAM 4" P.T. 2"X 8"CONTINUOUS WITH 1/2" GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE J " BOLT OR 1/2"X 5-1/2"WEDGE ANCHOR AT 24"O.C. WITH 2"X 2" (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) X 1/8"WASHERS 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" NOTE: EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) INTERIOR STEP DOWN BEARING WALL SECTION PROVIDE RAKE BEAM @ VAULTED GABLE ENDS 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X3" NO SCALE GABLE END DETAIL TRUSS VERTICAL WEB TAPCONS AT 12" O.C. NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR NO SCALE 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" 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 -1/2" DRYWALL CEILING 2" X 4"TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2"X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR //71 TYPICAL INTERIOR NON-BEARING WALL DETAIL NO SCALE EAVE y, a 3 2 3 (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS 2 ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD 0 a w 2 Z RIDGE 2 a ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD J a Q 3 2 = ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD �y NOTE <<F ROOF SHEATHING SHALL BE 19/32"THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING-SHANK NAILS a 3 2 3 03 2 3 a (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE II nn I ROOF SHEATHING NAILING ZONE PROJECT NAME DATE 11 /08/2021 ENGINEER woo v PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. ELECTRICAL W W MECHANICAL PROJECT ADDRESS GARAGE SIDE LEFT CIVIL I ENGINEERING 1984 SW BILTMORE ST.,SUITE#114 W A 108 O 5105 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� SUIT� 103 PORT ST LUCI� �LORIDA 34983a DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 'I I I STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH c- a� FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° -= a CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 0 (SEE WATER PROOFING NOTE# 1 ) A 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS. 4 4 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPR FIN NOTE 4 WOOD TRIM ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE#4,AND ANCHORED TO MASONRY WITH 1-112"CASE HARDENED COIL 2"X P.T.WOOD BUCK WITH SEALANT PER NOTE : NAILS AT 12" O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES& 12"O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6"P.T. RIPPED MASONRY w/MIN. 1-1/4"EMBEDMENT PER TAPCONS TO BE INSTALLED BUCK INTO DOWN TO 2 X 4-1/8"P.T. w/3/16" TAPCONS PRODUCT APPROVAL PER FBC 1715.5.4.3 MASONRY w/MIN. 1-1/4"EMBEDEDMENT PER 1-1/4"MIN. EMB. 4/12"O.C. w/# 10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715.5.4.3. PRODUCT APPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1 .2) AS PER DETAILS PROVIDED 1/8" 4-1/2" 3" 3/4" NOTE CONTINUOUS O D WATER SEALANOT PER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) N 1 MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING -3/8 (NOTE#2) CAULK SEAM AT WINDOW INSTALLTION 7-5/8 (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING MORTAR OR GROUT (SEE WATER PROOFING NOTE# 1 ) PRECAST CONCRETE WINDOW SILL DETAIL =- - SET SILL IN FULL MORTAR BED NO SCALE 1/2" DRYWALL STUCCO OR DECORATIVE CEMENTITIOUS COATING 8"C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES : FILLED CELL AT JAMB BLOCK(TYPICAL) CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO (SEE WATER PROOFING NOTE# 1 ) SEAL THE WINDOW/DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER.THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS HEAD)AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION.ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 WOOD TRIM 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK APPLY PERIMETER SEALANT CAULK 1"X P.T. WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK&WINDOW FRAME WATERPROOFING NOTE#4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12" O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SEE WATER PROOFING NOTE#6 SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW/DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW/DOOR INSTALLATION. SLIDING GLASS DOOR BUCK DETAIL 6.AFTER WINDOW/DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK(OR PRECAST SILL) AND THE WINDOW/DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. NO SCALE PROJECT NAME 1 DATE 11 /08/2021 ENGINEER PORT ST LUCI PROP RTI S INCev PROPOSED TAMEZ RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. M3 PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING CAL W 1984 SW BILTMORE ST., SUITE# 114 ``' A 109 ' 5105 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 T O PHONE: (772)785-9888 + SHEET TITLE MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a DETAILS PAGE JOB NUMBER FLORIDAREGISTRATION NO.29945 BLVD ., 103, LUCII,