Loading...
HomeMy WebLinkAboutAPPROVED HERNANDEZ ESS BUILDING PLANS(1) GENERAL NOTES 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS AT JOB SITE, PLANS,SPECIFICATIONS, ECT. PROPOSED HERNANDEZ RESIDENCE THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 5802 BIRCH DRIVE FT. PIERCE FL 34982 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE(FBC)2020, FBC 2020 Digitally signed by Paul RESIDENTIAL,FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION,AND THE NEC(NFPA 70)2017 EDITION. Welch c h 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. Paul . .2021 .07.14 15.14.22 -04'00' 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 WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES,A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR 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 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(NFPA 70)2017 EDITION. 2)A MINIMUM OF LLOF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE A SINGLE FAMILY RESIDENCE HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES L L11 SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED MODEL BEDF TO BE HIGH-EFFACY LAMPS) GARAGE SIDE RIGHT 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 49'4"X 4T-8" 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. AREA TABULATIONS 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 LIVING AREA 1535 SQUARE FEET AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 2 CAR GARAGE 390 SQUARE FEET 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. CONSTRUCTION BY .N PLANS AND ENGINEERING COVERED ENTRY 22 SQUARE FEET BY . 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. BACK PORCH 126 SQUARE FEET PORT ST LUCIE PROPERTIES TOTAL FOOTPRINT 2073 SQUARE FEET 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 1 W P L B LVD NIT 1 PAUL WELCH INC . COPYRIGHT REMAINS THE PROPERTY OF PORT ST ADDITIONAL NOTES 2 O SSU 03, LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH, P. E. REG. 29945 PRECEDENCEOVERSCALED DIMENSIONS SHALL VERIFY ALL DIMENSIONS ON SITE. 1)INTERIOR TOB MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 GYPSUM FINISH. MB LIVING AREA VOLUME : 14,793.28 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 1/4"LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 5/8"LONG, VWVV ..PSLPROP.CO/I/�/� 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). DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 4)WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. PLAN SHEET ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION 5)WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT PROJECT NAME: PROPOSED COOPER RESIDENCE OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT GREATER THAN 200. INDEX STREETADDRESS: 7702 HIBISCUS RD, LAKEWOOD PARK, FT. PIERCE, FL CONSTRUCTION TYPE: v BUILDING PERMIT NUMBER: OWNERS NAME: HERNANDEZ RESIDENCE APPLICANT: 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL PERMIT NUMBER: RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR COVER SHEET CERTIFICATION STATEMENT : PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. I CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 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 SHEET 1 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. FLOOR PLAN 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS DESIGN PARAMETERS AND ASSUMPTIONS USED : OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO SHEET 2 WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT 3/16"X 1-1/4"MIN.EMBED TAPCONS ASTM C 557 AT 2"/16"O.C. 3/16"X 1-1/4"MIN.EMBED TAPCONS 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR 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 AT 3"/14"O.C. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING SHEET 3 X ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE FLAME ELECTRICAL 2. STRUCTURE DESIGNED AS :ENCLOSED : PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SHEET 4 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D FOUNDATION 160 124 N/A 5' BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A 4. DESIGN WIND VELOCITY: MPH ASD LRFD END ZONE WIDTH SHEET 5 SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH : 6112 PARAPET: NIA FT. STRUCTURAL NOTES SHEET 6 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS +/-55.0 MI WINDOWS &DOORS 120/ 130/ 140 FL#22401.3 IMPACT (2 ROWS)1/4"X 1-1/4"MIN.EMBED.TAPCONS AT 6"/16"O.C. 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. HVAC & PLUMB. 1/4"X 1-1/4"MIN.EMBED TAPCONS 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). + 20.5 + 20.5 + 20.5 + 35.5 + 35.5 + 30.1 SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL#20468.1 IMPACT SHEET 7 ZONE 1: 32.5 ZONE 2: - 54 9 ZONE 3: - 80 7 ZONE 4: - 38 5 ZONE 5: -47.6 GARAGE : -33.6 AT 6"/14"O.C. 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE TRUSS LAYOUT FRENCH DOORS A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET 8 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY' NSA PSF 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. DETAILS SEE PLAN FOR SIZES&STEEL REQUIREMENTS. 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 5/16"X 1-(O MIN.EMBED LAG SCREWS SHEET 9 ONE PER BRACKET 5)FOOTINGS:CONCRETE3 BEAMS PROTECTION% SUSPENDED SLABS: ACING BARS: HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A DETAILS 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO ( ) FASTEN USING MIN.0.NOT APPLICABLE EXPLAIN WHY NOT 2.5"SHANK DIA.MIN. 6)LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL SHEET 10 ROOF VENTILATION -80.7 -180 TAMKO COOL RIDGE FL#4103.1 N/A 0.410"DIA.HEAD.MIN.2.52"LONG MINIMUM IN BEAMS AND COLUMNS. CORROSION RESISTANT ROOFING NAILS SPACED 24" 7 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. N/A O.C.ON EITHER SIDE OF THE RIDGE SLOT ONTO THE SHEATHING. ) UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 N/A 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE SHEET 11 APPLY DIRECTLYTOTHE ROOF 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOTAPPLICABLE EXPLAIN WHY NOT) TOSHING ES OR OTHER ROOF DCOVERIN SECK.DO OS ARTATLOWESTPOINTOFTHE TAPPLY IS NOT PERMITED. N/A ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 3"MIN. 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE PEAL HALF OFTHE BACKING OFF THE ROLLANDAPPLY 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. UNLESS OTHERWISE NTED, FORSHEATHING AND PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED? YES 10) INTERIOR DRYWALL 9 TO BE NAILED WITOHR10d OR BETTER NAILS 6WALLS, EXTERIOR PLYWO.00DEDGES,AND 6"O.C. INDEXFASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS 150 194 OWENS CORNING ARCH.ASPHALT SHINGLE FL# 10674.1 N/A STAINLESS STEEL,I CH(3M UM OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE(0.105 INCH(3MM)SHANK WITH A MINIMUM 3/8 INCH(10MM) 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING. WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE DIAMETER HEAD,ASTM F 1667,OFALENGTH TO PENETRATE THROUGH AND BELIEF. THE ROOFING MATERIALS AND AMINIMUM 3/4INCH(19MM)INTO 12 PROVIDE#5 CORNER BARS W/30"MIN.LAP SPLICE FOR BOND BEAM. I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,AND HAVE APPROVED THEIR USE IN THIS THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 ) PAUL WELCH SR., P.E. 29945 INCH(19MM)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE NAME : CERT.#&CO. CERT.AUTH. 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) 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 TYVAK BUILDING WRAP)OVER 19/32" DESIGN FIRM : DATE PAUL WELCH INC. NAME : PAUL WELCH SR, P.E. SIGNATURE : ON PLAN CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD. 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE ADDRESS : NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS(2)OR MORE PLIES UNLESS NOTED. F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 E N G 1 N E E R v 5802 BIRCH DRIVE SCALE 1/4" = V-0" PAUL WELCH INC. W PROJECT ADDRESS FT. PIERCE, FL 34982 GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W COVER • � CIVIL ENGINEERING W 1984 SW SAINT LUCIE, IE, SUITE#114 2: SHEET O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE COVER PAGE MODEL : KEY LARGO EMAIL: PWELCHINC@AOL.COM U1 a PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 JOB NUMBER FLORIDA REGISTRATION NO.29945 47'-8" PRE-ENGINEERED ROOF TRUSSES 16-0" 17'-0" 14'-8" @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) T-1" 6-5" 5'-2" HETA 20 HURRICANE 4'-4" (D ANCHORS EMBEDDED 4" INTO T-5" HOSE BIBB SH-23 TEMP. a2"HIGH WALL W/C.nn.SILL BEAM FOR TRUSSES 12 • ■ ■ ■ AND TEMPERED LASS ENCLOSURE (PER CONN. SCHEDULE) 0 6� O N SH-23 TEMP. ■ FIBERGLASS SHINGLE ROOF ■ NJ MI IN PRECASTLINTEL ■ NJ IN o ■ ■ OVER UNDERLAYMENT R-30 INSULATION — — — — — — — — — — — — — — — — — — — — — — — — — 42"X 60"TUB • ` PANTFbf • • LINEN 4'-11'/4' • O p I T-0" \ i i \ / CONT.AL OVER(IPT)TL D1 XI 2DW =. ., _ \ I _ 2068/BF COVERED PORCH Nl/2068/BF Q O M _t._E i + DOUBLE bo 8'-1"FLAT CEILING io `�s / SINK Cry S-O" T-13/4' 5'-0'/4' TF� TI E SHOWER = o= (TYPICAL)ALL @CEILING CO 2'9Y2' M. BATH '; (1 ROW) **** OO w E ` 14'-8'/4' 8'1"FLAT CEILING 2'_1'/4' 3' 1'/2' ■ 2"X 6" PRE-PRIMED - 8"X 8" BEAM BILK. ■ Z 0 KITCHEN , 0 3 • 3-1/2"STEP 8068/TEMP./SGD ■ Z _ W/ N #5 BAR IN D C PSI ■ ■ ■ ■ ■ ■ WC 60"VANITY � � o SPRUCE FASCIA =•�'.•��'_ 8'-1"SLOPE To O CONCRETE FILLED CELL r — — —10'-1"CEILING VENTED =a',r:'= 8" PRECAST LINTELS O 10'-1' EILIN T. O o MAKEUP coN STUCCO SOFFIT sue_ rn DESK °= W/(1)#5 BAR FOR ALL O (SEE DETAIL) DOOR AND WINDOW OPENINGS Li & FILLED W/3000 PSI CONCRETE p LL 2'-6'/i' 'I T-7'/z' w I STUCCO FINISH ' = o = • I 21'-6'�2' 12'-5" T " Lu 1"X 2" P.T. FURRING STRIPS U) 16-2" w VERTICAL REBAR TIED TO DOWEL = @ 16" O.C. WITH FI-FOIL 00 00 z $° T-5'/4' 12'-3'/2' �, - INSULATION L` N & RUNNING INTO BEAM BLOCK ="';o= 2 a'43r4' I U) IN 3000 PSI CONC. -� �'_ 1/2" DRYWALL � 3.7° 12 I ■ 'o_ (TYPICAL) LL I� (TRUSS CO.TO VERIFY) _ MASTER BEDROOM - - VERTICAL DOWELS 6'-6" Iz GREAT ROOM w/30" LAP SPLICE _ 8" CONCRETE BLOCKS ■ 10'-1"FLAT CEILING 8'-1"FLAT CEILING q FROM FOOTER I� SEE FOUNDATION PLAN WOOD BASE BOARDS CAFE lb 3,2%" FOR SIZE & SPACING = 4" CONC. SLAB (MIN. 2500 PSI) -1 w/6 X 6 10/10 WWM OR FIBERMESH 8'-1"SLOPETO 10' "CEILING I 2'-0" ■ 0'-0"TOP OF SLAB _ - - - T-6" I T-6" 11'-7'/2' T-33/<" 6-4'/z" T-5'/2' 6'4" w *GRADE Orr ■ I w O c D . o I m N Q 10'1_CEILING CEILING N = TYPICAL WALL SECTION °J 8'1"CEILING ■ M - UB SHOWER Z o 2868 \ ROD&SHELF 3'-0" co J (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) NN Z M z o a ■ g J `� U) J o DRYER N 8'-1"NON-BEARING WALLNO SCALE 5'-1'/4' U 6068BF Q I I W z w W LOCATION &HEADER **' PROVIDE 2 ROWS OF LL ~ 0 77� - 3'-10'/2' 7'2" FOYER o m I J oco - ■ BEAM BLOCK FOR WALLS BATH M 10-1"FLAT � �I I Q¢ �L O WIC OVER 8-1 HIGH co (o - co =J w LL � z r 2 m _ 7'-2/' o coo I Luz °° in co ¢U 3._6" ai • WC as"VANITY T-57/a' 3'-6%" 5'-93/4' 1'-6" , 1., ° o - — - 7777777 00 co m FIXED TRANSOM , ■ co O 3 1/2"STEP BEDROOM # 3 B1 0 � AHu H PLAN INFORMATION ROD&SHELF 10'-1"FLAT CEILING o ABOVE (V N OH) o I& A SINGLE FAMILY RESIDENCE MAIN EGRESS"o O N • • • • GIRDER TRUSS MODEL BEDFORD ■ 6068BF ■ 3-1/2"STEP ■ O PROTECTION A.COND GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD B (0I 22-1/2"X 54" � J P ST T-6" 11'-1'/4' ATTIC ACCESS Q ■ v I m 3'-10" D1 c1 � _ _ _ cp o EXPOSURE 160-C FIXED TRANSOMS ABOVE ENTRY LL zo Q I 101"FLAT CEILING• ■ ■ ■ ■ ■ ■ "FINISHEDCONC CONCRETE" ■ m} a PLAN DIMENSIONS 49'-1"X47'-8" • SH-25 SH-25 3 ~ Q EGRESS EGRESS CD BEDROOM # 2 q a AREA TABULATIONS 8'-1"FLAT CEILING O 0 GARAGE w N o w ■ LIVING AREA 1535 SQUARE FEET ■ 8'-1"FLAT A.F.F.EILING J o a 2 CAR GARAGE 390 SQUARE FEET ■ C IN CEILING 0 COVERED ENTRY 22 SQUARE FEET w U) N — J 04 LIGHTATTIC STORAGE w BACK PORCH 126 SQUARE FEET m 11'-03/4' ,_______________________________________________, TOTAL FOOTPRINT 2073SQUAREFEET m m H D Lu ■ N • E • o 1 COPYRIGHT REMAINS THE PROPERTY OF PORT ST N x ■ ■ ■ ■ ■ ■ U LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE SH-25/EGRESS ■ Z PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR of I W SHALL VERIFY ALL DIMENSIONS ON SITE. LLI I I J F I LLI u I W LIVING AREA VOLUME : 14,793.28 SQ. FT. In m d I m J I m U) I O I CO CO • • O ■ ■ 16070/OHGD IMI ■ _ 12'-4" 11'-4" 28'-8" 19'-0" 47'-8" FLOOR PLAN- 12 6 SCALE : 1/4" = 1 r-0" e, 2"X 6" PRIMED & PAINTED Ell, R/S SPRUCE 12' O. ELEVATION TOP SCALE: 3/1ro" = I'—&' VENTED SOFFIT 6" X 22" SCREENED VENTS @ 72" O.C. STUCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA.AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH SOFFIT DETAIL (2 LAYERS OF 15# FELT OVER NO SCALE EACH FRAMING MEMBER) F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 ENGINEER E3 SCALE 1/4" = V-01 1 PAUL WELCH INC. W PROJECT ADDRESS 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W • 7 CIVIL ENGINEERING W A101 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE FLOOR PLAN PAGE MODEL : BEDFORD EMAIL: PWELCHINC@AOL.COM u] a PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 JOB NUMBER FLORIDA REGISTRATION NO.29945 6'L.F.RIDGEVENT OPENING I.D. _ _ _ _ RIDGE HT_ +/-18'- C-1- I �+ 12 1 16 12 OPENING I.D. 17 LF RIDGEVENT 6 D-1 12 DIMENSIONAL ROOF SHINGLES + 13'-3"M.R. 6 17 FT RIDGE VENT /- H. --- _ BEARING HT. 10'-1" STUCCO FINISH 8"FRIEZE BANDS F6"STUC O BAND 4"STUCCO BAND o BEARING HT. 8'-1" � BRG. HT. 8'-1" BRG. HT. 8'-l" (TYPICAL) N (TYPICAL) (TYPICAL) - - - - - - - - - - - - - - - - O.H. w wz ® OPENING I.D. OPENING I.D. OPENING I.D. � W E U. LLM Lo 0 4"STUCCO BAND 4 3 E o (TYPICAL) p 8 STUCCO FINISH STUCCO FINISH FINISHED FLOOR 0'-0" F.F.E. 0'-0" F.F.E. U-0" OPENING I.D. NOTE : 01 FRONT ELEVATION OPENING I.D. OPENING I.D. B-1 02 LEFT E L EVAT I O N C B SAND FLOAT FINISH ONALL STUCCO BANDS & SCALE : 1/4" = V-0" 1 I RETURNS SUCH AS WINDOWS, 3 I 3 I OPENING 1.6pDOORS, GARAGE DOORS, SCALE : 1/4" = V-0" OPENING I.D. D AND ENTRY 31 6'L.F. RIDGEVENT 12 6 12 12 12 6� �6 17 FT RIDGE VENT �6 BRG HT8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" BRG. HT. 8'-l" BRG. HT.7' 1" BRG. HT. 7'-1" -BRG. - - - - - - - - (DEFLECTION) - - - - - - OPENING I.D. OPENING I.D. OPENING I.D. 00 OPENING I.D. OPENING I.D. Q U o - 31 31 F.F.E.0'-0" F.F.E.0'-0" F.F.E. 0'-0" F.F.E. 0'-0" 03 REAR ELEVATION 04 RIGHT ELEVATION SCALE : 1/4" = V-0" SCALE : 1/4" - V-0" PLAN INFORMATION ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS,AND SIMILAR ENVELOPE ELEMENTS. CALCULATE ATTIC VENTILATION A SINGLE FAMILY RESIDENCE U OPENING AREA INTERIOR ZONE ZL END ZONE (NOTE#1) MODEL BEDFORD IN SQUARE FEET CEILING= 2073 SQUARE FEET GARAGE SIDE RIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 2073/300= 6.91 REQUIRED VENTILATION 205 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C. - 31.3194 SQ. FT./2 ELECTRICAL SERVICE OVER HEAD ZL10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF = 15.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. EXPOSURE 160-C ZL 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF 15.7 SQUARE FEET>6.9 SQUARE FEET: SOFFIT VENTILATION OK A 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF PROVIDE 6"X 22"SOFFIT VENTS(CD 72"ON CENTER PLAN DIMENSIONS 49'-1"X 47'-8" ZL 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC AREA TABULATIONS 0 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF 40-50% OF REQUIRED VENTING AS PER FRC 806.2 EX#2 LIVING AREA 1535 SQUARE FEET A6 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF 6.91 X 40%=2.764 SQ. FT.OF RIDGE VENT 2 CAR GARAGE 390 SQUARE FEET ZL 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 6.91 X 50%=3.455 SQ. FT.OF RIDGE VENT COVERED ENTRY 22 SQUARE FEET 8 110 N/A N/A +30.1 PSF -33.6 PSF RIDGE VENT BACK PORCH 126 SQUARE FEET 1. DESIGN PRESSURES PER ASCE 7-16 23'LINEAR FEET OF COOL RIDGE VENT TOTAL FOOTPRINT 2073 SQUARE FEET w PROVIDE 23 LF OF RIDGE VENT COPYRIGHT REMAINS THE PROPERTY OF PORT ST ° EXPOSURE 160-Ci LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SQ. FT. PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/ 2021 ENGINEER SCALE 1/4" = V-0" PAUL WELCH INC. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL� ELECTRICAL W CIVIL ENGINEERING W Al 02 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE ELEVATIONS PAGE MODEL BEDFORD EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., ■ ■ ■ ■ ■ ■ ■ ■ PRECAST LINTEL ■ ■ ■ �'\,/� 1 ■ ■ ■ ■ ' \ GFI GFI ii GFI • — — — — — - - - - - - - - - - - - - - - — — — — — ' -- ' ELECTRICAL SYMBOL LEGEND \ DW $ THERMOSTAT GFI OUTLET 3-WAY SWITCH $s SD/CO DETECTOR SD GFI 1 4-WAY SWITCH EXHAUST FAN FLUORESCENT LIGHT LL $4 ® ELECTRICAL LOAD CALCULATIONS PER NEC zzov \ 0U d� LIGHT,/FAN \ \ GFI ' DIMMER SWITCH $o DOOR CHIMES RANGE ■ I ■ GARAGE DOOR OPENER 1 1535 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4605 VA w/MICRO, I ■ ■ ■ . . . �WC - \\ PUSH BUTTON o ALARM PAD o (�UDL I " �))�\GF/ \ WP-GFI OUTLET WP/G SERVICE PANEL o 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 ' � CEILING FAN 3 LAUNDRY CIRCUIT 1500 110V OUTLET (p SERVICE METER w �J i � - — - � ■ �� 4 DRYER 5000 ■ � GFI 220V OUTLET LIGHT FIXTURE J 5 RANGE 12000 4-PLEX OUTLET P WALL MOUNTED I SWITCHED OUTLET 4p LIGHT FIXTURE 0 6 WATER HEATER 4500 GF/ ® LIGHT FIXTURE /P1 7 DISHWASHER 1200 SPECIAL PURPOSE w/PULL SWITCH CEILING FAN w/LIGHT JUNCTION BOX J❑ RECESSED LIGHT0 8 REFRIGERATOR 1200 ■ \, Ix I - I A/C DISCONNECT VAPOR PROOF O 9 IRRIGATION PUMP OPTION 1800 \ \ PHONE OUTLET T RECESSED LIGHT 10 MISC. 5000 J I \ I TV OUTLET FLOOD LIGHT TOTAL : 39805 VA I \ \ / ■ FLOOR OUTLET c DISK LIGHT �D� SCONCE PREWIRE I NOTE TO BUILDER: FIRST 10 KW @ 100% 10000 ■ I \ _ _ _ _ I / " ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION I / " OUTLETS PER NEC 210-12(b) REMAINDER (al40% 11922.0 SD — SD ■ SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 TOTAL : 21922.0 TUB SHOWER, � SD/C A/C HEAT(ab 100% 10000 TOTAL : 31922.0 VA S° zov J ELECTRICAL PLAN- ■ I SD � I O zD I SD/CO � 1 31922.0 133.008 AMPS USE 150 AMP SERVICE. SCALE : 1/4" = V-0" 240 ■ WC h. - ME I \ SD �� GFI AHU� � oWH = a Z MAIN EGRESS" ■ :7 ■ ■ JI / ■ zzov ==k�� =,DISC. VVPIGFI ATTIC ACCESS \ WP/GFI ■ I LL=Q 3# 1/0CUIN2" C ■ Imi imim m \ ELECT. SERVICE 1 \ � ELECTRICAL NOTES ■ \ \ 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. � ELECT. PANEL � ■ "EP" 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE (150 AMP) 150 120/240V 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 150A TO BE HIGH-EFFACY LAMPS) w MBR 50 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND MLO \ ■ w UNCONDITIONED SPACES. U 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT 0 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL I I u0 SMOKE DETECTORS IN THE RESIDENCE Lu 3# 1/O, #6, 2" C 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, 0 DINING ROOMS, LIVING ROOMS, PARLORS,LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION #6 CU GROUND TIED ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. TO BUILDING STEEL, 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 ■ \ ; ■ CWP AND DRIVEN AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, GROUND ROUND OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. J J 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. \ ' 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 E N G 1 N E E R E3 SCALE 1/4" = V-0" PAUL WELCH INC. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W PORT ST LUCI PROP RTI S INCO m3 CIVIL ENGINEERING W Al 0 3 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE ELECTRICAL PAGE M O D E L : BEDFORD EMAIL: PWELCHINC@AOL.COM u] a PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 JOB NUMBER FLORIDA REGISTRATION NO.29945 Z u #5 REBAR 47'4" FINISH FLOOR CONCRETE SLAB O M 16'-0" 17'-0" 14'-8" 411 CONCRETE SLAB 6'-5" II F. FLOOR -71 7 7co FINISH GRADE ° - T - 2'-8" 4'-5" 3'-10" 5' 1" jL 3' 1" 1-3'/z" 3' 10" 1'-3'/2' 5'-2" /° ° ° _ ° L (o 4'4" 4'0" H SE BIBB 4"THICK(2500 PSI)CONCRETE SLAB ° ! °• 4'-0" w/FIBERMESH OR 6"/6"10/10 WWM OVER VAPOR BARRIER ON CLEAN ■ ■ o rn c9 z (2)#5 REBAR 16" COMPACTED CHEMICALLY TREATED FILL N 4" (2)#5 MINIMUM CONTINUOUS, CONTINUOUS T ■ Zv 16" 3" COVER MIMIMUM. ■ ■ ■ ■ ■ ■ ■ PRECAST LINTEL ■ ■ ■ - - - - - - - - - - - - - - - - - - H o ■ T ■ 17'-0° N BEARING FOOTING INTERIOR NON-BRG. FTG. F2 v - - RECESS SLAB 3-1/2" d 3 N SCALE: 1/2" = BELOW FINISH FLOOR X 2•• 'n SCALE: 1/2" = 1'-0" 7-0 U, LL N c.I O F 6 ° io F9 _j cl) TG ■ FTG 8' 3-1/2"STEP 10" 1" ■ #5 REBAR 00 Z_ II 7-5/8"CURB ■ ■ � � ■ ■ ■ ■ - N THICKENED -v _ s M EDGES O III#5 REBAR i CONCRETE SLAB �' 8'-10% N TILED SHOWER 4" LL LL LL (RECESS 3-1/2") ■ M ■ FINISH GRADE 10'0" CONCRETE SLAB co CONCRETE SLAB F. FLOOR Z —. - 12'-7'/i' — NOTE: RUN ELECTRIC F9 � ° � TO ISLAND FTG ■ ° °• (2)#5 MINIMUM CONTINUOUS, ■ 16" 3"COVER MIMIMUM. (2)#5 MINIMUM CONTINUOUS, 4" 4„ 16" 3"COVER MIMIMUM. CURB SECTION F9 F3 F6 EXTERIOR STEP 4"THICK(2500 PSI)CONCRETE SLAB ■ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" w/FIBERMESH OR 67 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN ■ COMPACTED CHEMICALLY TREATED FILL #5 REBAR 0 ao 4"THICK(2500 PSI)CONCRETE SLAB M CURB v 0'-0" w/FIBERMESH OR 67 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN ■ II —RECESS @ SHOWER TUB/SHOWER TOP OF SLAB COMPACTED CHEMICALLY TREATED FILL M VARIES 7'-2'/a" GRADE FINISH FLOOR ■ 5'-105/8"\ ■ � F9 4" M - - (V —' •. ■ LL W LL L~L T-6' ` co Q0 ° RECESS SLAB 3-1/2" (� - -- --- ---- ---� BELOW FwISHFLooR AHU �6a 6ER�ROUND (2) # 5 MINIMUM CONTINUOUS, B PLUMBER WH 0 � �� 9 z U "o 16 3" COVER MIMIMUM. ■ AIN EGRESS" ■11* ■ 1/2"STEP PROTECTI N ■ A.COND. SHOWER/CURB/RECESS SECTION F6 FTG a POST F Q v N c�I 0 ■ (J -1 m N 0 SCALE: 1/2" = 1'-0"U ■ 4'-1'/2' F_9 ■ ■ ■ ■ ■ Q w v � a FTG ov ■ 5'/<° � 0 5 F-10� FTG �' °Q '/4 I? ■ F 1 1'-10" 3'-10" 3'-10" 1'-10" 5'-0" ■ FTG '� RECESS SLAB 3-1/2' ■ F-3 0 0 o BELOW FINISH FLOOR EL EL m ■ FTG N (150AMP) a 4"THICK(2500 PSI)CONCRETE SLAB c w/FIBERMESH OR 6"/6"10/10 WWM v N} It rn C7 OVER VAPOR BARRIER ON CLEAN 0 #5 REBAR WITH 30"MIN.LAP SPLICE 03 LL LL o T _____COMPACTED CHEMICALLY TREATED FILL _________, J -------- -- 0 #5 VERT.REBAR IN(3000 PSI)CONCRETE m v U ■ I.- FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) to _. ■ ■ ih i i w _ ■ ■ ■ ■ ■ i CURB HEIGHT VARIES 1 - U ~ #5 REBAR WITH 30"MIN.LAP SPLICE ■ AROUND EDGE 4 #5 VERT.REBAR IN(3000 PSI)CONCRETE BEND#5 BAR INTO SLAB+/-4' 4'4" W FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) 17'-83/4 i J #5 BAR INTO SLAB AT 4'O.C. m w W #5 CONTINUOUS STUCCO FINISH v 4"THICK CONC.SLAB STUCCO FINISH pp w/6"X 6"10/10 W.W.F. 4'-3" T-10" 4'-3" 'n i LL I~i i m #5 BAR INTO SLAB AT 4'O.C. CURB HEIGHT VARIES z m ■ ■ N_ -�� •�_\ : (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL Mo ° W (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL _ ■ ■ � Y� � O ; � FINISH GRADE("SEE ELEVATION PLAN") Q - -' vi c2 ° ° (3000 PSI)CONCRETE SPREAD FOOTING 12'-4" 11'-4" 5'-0" 1'-2" 16'-8" 1'2" • � ° ` ° ° o Z_ FINISH GRADE C 28'-8" 19'0" v 2LI - F 9 a ° (3000 PSI)CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS IE FTGM 47'-8" ■ (2)#5 BARS CONTINUOUS Lj FOUNDATION PLAN TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL SCALE : 1/4" = 1 -0" SCALE:SCALE: NO SCALE F9 SCALE: NO SCALE PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 ENGINEER E3 SCALE 1/4" = 1'-0" PAUL WELCH INC. PnPT T i i iri Ppnp PTi I r W MECHANICAL° ELECTRICAL W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT N • 7 CIVIL ENGINEERING W Al 04 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE FOUNDATION PAGE MODEL BEDFORD EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 JOB NUMBER FLORIDA REGISTRATION NO.29945 FIELD ADDED#5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR F = FILLED W/GROUT, U = UNFILLED J QUANTITY OF#5 @ = C.M.U. BOTTOM OF LINTEL CAVITY Q z 8F16-1B/1T o g GROUT "' NOMINAL WIDTH QUANTITY OF #5 Lo z • FIELD ADDED #5 REBAR @ BOTTOM REBAR @ TOP 47'-8" (MIN. (1) REQUIRED) NOMINAL HEIGHT 16-0" 17'-0" 14'-8" 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ACTUAL PROVIDED IN LINTEL 6-5" 8" (VARIES) T-5" T-2" 5'-5" 4'-5" 8'-2" 4'-5" 3'-1" 1'-7'/z' T-2" 1'-7'/2" 5-2" NOMINAL WIDTH 0 O N PRECAST LINTEL — — — — — — — — — — — — — — — — — — — — — L-1 L-2 O co ao • o • 3-1/2"STEP • uo uo uo uo 10 N M N 8F28 8F24 8F20 8F16 7'-1" BEARING HT. CROSS SECTIONS 8'-1" BEARING HT. ❑ Eo NOTE : CONTRACTOR TO VERIFY WINDOW& DOOR OPENING INFORMATION 10'-l" BEARING HT. 11 M OPENING SCHEDULE CASTCRETE LINTEL M (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 C? © O 16070 OHG DOOR 192"X 84" 84" 8'-1" 17'-4" 8F17-1B/lT 950 250 404 150 CV O 3068 OUT 41-1/2"X 84" 84" 10'-1" 4'-6" 8RF6-OB/lT 1596 100 867 100 SWING DOOR FIXED GL MS 41-1/2"X 17" 109" 10-11' 4'-6" 8F12-1B/lT 4375 700 1940 350 0 TRA O O SH-25 38"X 63" 81" 10'-1" 4'-6" 8F8-OB/1T 1969 100 1207 100 3A FIXED GLASS 38"X 20" 109" 10'-1" 4'-6" 8F12-1B/lT 4375 600 1940 350 "MAIN EGRESS" TRANSOM 3-1/2"STEP ® SH-25 38"X 63" 81" 10'-1" 4'-6" 8F8-OB/1T 1969 100 1207 100 4A 3A FIXED GLASS 8F12-lB/lT 4375 850 1940 400 ® O 4A 36"X 20" 1091, 10'-1" 4'-6" 3 TRANSOM 0 SH-25 38"X 63" 81" 8-1" 4'-6" 8F16-1B/lT 6113 250 2724 150 N © SH-1-134 27-1/2"X 50-5/8" 81" 8'-l" T-6" 8F16-1B/lT 6113 200 3547 100 O7 SH-23 38" X 38-5/8" 81" 8'-l" 4'-0" 8F16-1B/lT 6113 750 3079 400 ® 8068 98" X 79" 79" 8'-1" 9'-8" (R) 8RF14-1 B/1T 1568 800 931 350 S.G.D. 09 SH-23 38" X 38-5/8" 73" T-1" 4'4" 8F12-1B/lT 4605 200 2192 100 O5 = 10 SH-25 38"X 63" 81" 8'-1" 4'-6" 8F16-1 B/1T 6113 250 2724 100 11 SH-25 38"X 63" 81" 81-111 4'-6" 8F16-1 B/1T 6113 250 2724 100 L-1 OPENING AT COVERED PORCH 80" TOP O1FBEAM 19'-4" 8F16-1 B/1T 750 200 347 100 i 4'-7" T-2" 4'-7" 2'- 'in T-2" 8" 3'-2" 2'-11'/a' 3'-5'/s" O 12'4" 11'-4" 5'-0" 28'-8" 19'-0" 47'-8" F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 E N G 1 N E E R E3 SCALE 1/4" = V-0" PAUL WELCH INC. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W PORT ST LUCI PROP RTI S INCO m3l CIVIL ENGINEERING W Al 0 5 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE BLOCK & LINTEL PAGE M O D E L : BEDFORD EMAIL: PWELCHINC@AOL.COM u] a PAUL WELCH P.E. 201 SW PORT ST LUCI� JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, PORT ST LUCI�, �LORIDA 34983 2" VTR J L 2„ N �J- 2' 2" 2 SWR TUB L Level AIR 1-1/2"AUTO L L 30"Wx3'2"H GAP VENT WC L� 120 CFM 2" 2" 30"W x 32'H 6" Duct ID 6"Exhaust Ve nt KS 3" Pantry Master Bath J L3" VTR 6" T 3" 2" 8'0"W x 58"H 12 x 12 10 x 10 201 cfm 2" VTR 3" t/ 171 dm IL 12x12 3'0"Wx5'2"H W Kitchen Living Room 12„`, 12 x 12 3" 219 cfm Ma er Bed 3" 1ox10 I TUB 10x10 ' l"" l" 152dm 3„ 171 dm y 152ch 8x8 8x8 2„ WC L <-- - 98 ch T 711 T 98 dm 3„ 6 3„ 3" 5" 12" 511 6 5, 3'0"W x 5'2"H 81, 4" Hall 2 511 3" 8x8 Lin 12x12 6" KLaury y 10x6 22"W x 4'2"H 60 ch16 x 16 153 dm 5 64 ch3" 30x18 WIC GO 4" 1011 12x8 896ch 10x6 153 dm Foyer Hall ,� 4„ Bath r12 10 x 6 10 56 ch 16 Bed 3 77 ch 12 x 12 16 �� H/W 2locfm PLUMBING RISER Garage NO SCALE 12x8 DUCTS IN THE GARAGE AND 210 ch 30"Wx 17H DUCTS PENETRATING THE 80 CFM Bed 2 WALLS OR CEILINGS 4" Duct �a'wx5'z' 3'a'Wx52!'H 3'0"WxC8 H SEPARATING THE DWELLING 4"Exhaust Vent FROM THE GARAGE SHALL BE 30"W x 1'3"H r370 W x 17H CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR 30"W x 52'H CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL PLUMBING NOTES: AND SHALL HAVE NO OPENINGS INTO THE GARAGE 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 3/4' 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, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6)WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. Job #: 1480 Air Calcs, LLC Scale: 1 : 107 Performed by Chris Bateman for: Page 1 Hernandez Residence 7550 Hidden Hammock Ln Right-Suite® Universal 2021 5802 Birch Dr Vero Beach, FL 32966 21.0.06 RSU29066 Ft. Pierce, FL 34982 2021-Apr-28 14:19:18 Phone: 772.800.8413 HVAC\5802 Birch Dr PSL Prop.rup vickilynne@aircalcs.com F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23 /2021 ENGINEER pn i i iri Ppnp PTi P imr i L3 SCALE 1/4" = 1'-0" PAUL WELCH INC. F. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W CIVIL ENGINEERINGRT 0 m3 W Al 06 1984 SW BILTMORE ST., SUITE# 114 O FT. PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 PHONE: (772)785-9888 SHEET TITLE HVAC PAGE MODEL : BEDFORD EMAIL: PWELCHINC@AOL.COM u] a PAUL WELCH P.E. 201 SW PORT ST LUCI� JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 471811 2ND BRIG. 1ST BRG. 141811 16' 0" 17' 0" 3' 1" 6' S" 5' 2" L6 u') u') 7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" w w w w 0 � � � Q Q Q Q Q Q Q Q cj Q QLLI w Hatch Legend N CJ2 CJ1 CA Ln CJ3 T- 1 " A. F. F ko Al CJ6 G2 1 8'- 1 A. F. F EJ72IN N N N N N EA EJ72 EJ72 m m m m m EA 10'- 1 " A. F. F ><' 'EA m EJ72 ~ 3.7/12 VAULT EA � EJ72 TRUSS END DETAIL ' 1 CL EA EJ72 8'-1" LNG EJ4 PLUMB CUT OVERHANG 12 6 17 16' 2" N EJ72 in EA N 00 EJ72 4-3/16" M EA HEEL HEIGHT EJ7 ; >< EA Ln Ln EJ7 EA EJ7 >< � 1'-0" EA EJ7­4_\,� >< mA>< EA EJ7 ST BRG. TRUSS CONNECTOR SCHEDULE EJ7 -1 C2 M CONTRACTOR: PSL PROPERTIES 'y l0 > > > (n EJ71 C2 OWNER: HERNANDEZ RES. C3 D2 TRUSS NOTES: TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. '-1" CLNG _ C3 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 00 D2 0� 00 Ln LAYOUT DATE: 05/22/2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. I� m 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND m C3 ,^-I DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. D2 0 — ATTIC AHU CUT-SHEET DATE : 05/25/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS N N STORAGE C3 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN C3 A11 1ST 1594 (1)H ETA 20 1810 (8)16d Cl 1ST&2ND 2169 (2)HETA 20 2500 (12)16d Ln D1 1ST&2ND 2353 (2)HETA 20 2000 (12)16d in C3 G1 1ST&2ND 1880 (1)HETA 20 1810 (8)16d GABLE ENDS CONT. 267#PLF ( ) HETA 20 1810 (9) 10d X 1-1/2" 1 STRAP AT EACH END AND 24"O.C. 121411 111411 51011 191011 VALLEYS CONT. 100#PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 1 STRAP AT EACH END AND 24"O.C. 161411 ALL OTHERS AT CBS EACH <1800# (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING 47' 8" BEARING ALL OTHERS ATFRAME EACH <1000# (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-112"TO SUPPORTING TRUSS AND(3)#9 SD X 1-112"TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24"O.C. MAX. NOTE : 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 F- PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 E N G 1 N E E R E3 SCALE 1/4" = V-0" PAUL WELCH INC. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W CIVIL ENGINEERING W Al 0 7 1984 SW BILTMORE ST.,SUITE#114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE TRUSS LAYOUT PAGE MODEL : BEDFORD EMAIL: PWELCHINC@AOL.COM u] a PAUL WELCH P.E. 201 SW PORT ST LUCI� JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 19/32" ROOF SHEATHING O ROOFING UNDERLAYMENT PER PLAN 0 Z� HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) (3) 16d NAILS (TYPICAL) 211X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE (D 2"X WOOD FASCIA z N 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8" WASHER x x w/ALUM. DRIP EDGE W (TYPICAL) d O (Ifo SOFFIT (SEE DETAIL) O p N - 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT o STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS N WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS GARAGE FINISH FLOOR OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. CEILING PER PLAN GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE GABLE END TRUSS (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 2"X4" SPRUCE OR BETTER LATERAL BRACE 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" @ 6' O.C. FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12" O.C. EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) CHORD OF TRUSSES WITH (2) 16d NAILS 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" TAPCONS AT 12" O.C. 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS BATT INSULATION TRUSS BOTTOM CHORD GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE �1/2" DRYWALL CEILING REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" 16d NAILS AT 8 INCHES O.C. 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 # 5 CORNER BAR WITH 30" MINIMUM OVERLAP TYPICAL INTERIOR NON-BEARING WALL DETAIL NO SCALE # 5 VERT REINF. IN U) FILLED CELL CONTINUOUS W TO FOOTINGS. EAVE Q 3 2 3 CORNER BAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS Li 2 0 ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD w 3 2 RIDGE z ui 2 d ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD J Q 3 2 = ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD Ly NOTE 2 2 J- O ROOF THICK X YWOOD ROOF SHEATHING FASTENED TO PLYWOOD ROOF FRAMING WITH 8d RING-SHANK NAILS # 5 HORIZ REINF. TYP 3 2 3 3 2 3 a (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE � � CORNER BAR BLOCK TRANSITION NO SCALE ROOF SHEATHING NAILING ZONE PROJECT NAME PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/ 2021 ENGINEER L3 SCALE : 1/4" = V-0" PA U L WELCH INC. W PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W CIVIL ENGINEERING W Al 08 1984 SW BILTMORE ST., SUITE# 114 O FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINTLUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE DETAILS PAGE MODEL BEDFORD EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 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 a 0 (SEE WATER PROOFING NOTE# 1 ) A 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS. a a o 4 0 % 0 o .0 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 WOOD TRIM ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE#4,AND ANCHORED TO MASONRY WITH 1-1/2"CASE HARDENED COIL 2"X P.T.WOOD BUCK WITH SEALANT PER NOTE : NAILS AT 12" O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES& 12"O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6"P.T. RIPPED MASONRY w/MIN. 1-1/4"EMBEDMENT PER TAPCONS TO BE INSTALLED BUCK INTO DOWN TO 2 X 4-1/8"P.T. w/3/16" TAPCONS PRODUCT APPROVAL PER FBC 1715.5.4.3 MASONRY w/MIN. 1-1/4"EMBEDEDMENT PER 1-1/4"MIN. EMB. 4/12"O.C. w/# 10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715.5.4.3. PRODUCT APPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1 .2) AS PER DETAILS PROVIDED 1/8" 4-1/2" 3" FOAM 3/4" NOTE : CONTINUOUS OD WATER SEALANT R EIR WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH cV 3/8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) N MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING 1-3/8" (NOTE#2) 7-5/8" CAULK SEAM AT WINDOW INSTALLTION (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 PROPOSED HERNANDEZ RESIDENCE DATE 04 /23/2021 ENGINEER SCALE 1/4" = 1'-0" PAUL WELCH INC. PROJECT ADDRESS : 5802 BIRCH DRIVE GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W 7 CIVIL ENGINEERINGPORT ST LUCI PROP RTI S W Al 09 ' INCO 1984 SW BILTMORE ST., SUITE# 114 0 FT. PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE DETAILS PAGE MODEL : BEDFORD EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUITI 103� PORT ST LUCII, �LORIDA 34983 JOB NUMBER FLORIDA REGISTRATION NO.29945