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HomeMy WebLinkAboutENGINEERING PLANGENERAL NOTES PLAN SHEET INDEX SHEET A100 COVER SHEET SHEETA101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEET A106 HVAC & PLUMB. SHEET A107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEETA110 N/A SHEET A111 N/A PLAN SHEET INDEX 6000 CASSIA DR , FORT PIERCE, FL 34982 PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL : (772) 33M050 CONSTRUCTION OFFICE: (772) 24M089 WWW,PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLII�NCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCYTYPE: R sTREETADDRESS : 6006 SPRUCE DR. FORT PIERCE FL. 34982 CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS, DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 16 2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED: OPEN BUILDING 3. RISK CATEGORY : I_ II x III _ IV— EXPOSURE CATEGORY: B — C X D _ 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: N/A FT, 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PI BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONE 5: + 35, 6 GARAGE : + 3013 47.8 65.8 9001 - 38.7 - 47.7' 37.0 7, DESIGN LOADS: FLOOR: 40 PSF ROOF I DEAD : 5 PSF ROOF I LIVE: 20 PSF BALCONY • NIA PSF DOCK: NZA PSF DECK: NZA PSF STAIRS: NZA PSF FENCE: NIA PSF -RAILING, NZA PLF I CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES _X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9: IS A CONTINUOUS LOAD PATH PROVIDED: _X- YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED 7 YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH., P.E. CERT. # & CO. CERT AUTH, 29945 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW BILTMORE ST.. Pi FL. 34984 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Digitally signed by Paul Welch Date:, 2021011012 10:18:30-05'00' + it Ha 29945 '= r f � 1 „e1 ST LY Iyf: PLANS ANQ ENGINEERING BY PAUL WELCH INC.— MA UL WELCH, P.E. REG. 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'-8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SQ. FT. PLANNING &DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLORID-:�. BUILDING&REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : - PROP. SPEC HOME APPLICANT: PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER WINDOWS SEE ELEVATIONS +/ • 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3116" x 1.1/4" MIN. EMBED TAPCONS AT 2"] 16" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A NIA N/A N/A N/A N/A 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 AT6"/i6"o.c. SWIENG TYPE DOORS N/A N/A N/A N/A N/A N/A N/A NCH DOORS SEE ELEVATIONS + / - 50 THERMA•TRU SMOOTH STAR FL # 20468.9 IMPACT f X 1A14" MIN. EMBED TAPCONS AT 6" 114" O.C. AND 3" & 7" EACH SIDE OF MEETING POINT TOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A 5116" X 1.518" MIN, EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A OF VENTILATION N/A N/A N/A N/A N/A N/A N/A UNDERLAYMENT N/A N/A POLYGLASS USA, INC, POLYSTICK TU PLUS FL# 5259.1 N/A LY THE DECK. NOT PLY THERR DIRECTLY S IN . START W P01NTI OF OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT TO SHINGLES OR ROOF ROOF WHERE POSSIBLE, CUT THE P TU ABTHE DECKS '. WORKABLE LENGTH, OVERLAP SEAMS IN. AMD ENDLAUSTOASUITABLE, ". OLLAAMDENOFIRM, E EN. PEAL HALF THE BACKING PPLY O THE EDGES, REMOVE THEND FROM THE FROM THE CENTREMOVE BACKING FROM -. 14ALFO THERO LAND PRESSURE, REMAINING HALF OF THE ROLLAND APPLY PRESSURE. GULF COAST PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING ROOFING MATERIALS VULT = 160MPH VULT = 194MPH SUPPLYAND 5 V CRIMP METAL ROOF FFL # 11651,12 N/A WASHER IN THE RIB OF THE PANEL,1/4" MINIMUM MANUFACTURING PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT, FASTENERS SHALL BE ' I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANELAT 12" O.C. PARALLELTO SLOPEAND 6" O.C,ALL PERIMETER OR ROOF, STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. ME: PAUL WELCH. P.E. SIGNATURE: ON PLAN , DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO.29945 PORT S1 LUCK PROP�R11fS, INC.liiiiiiij III DATE 10/07/2021 GARAGE 51DE RIGHT EXPOSURE 160C MODEL KEY LARGO JOB NUMBER : 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL DIMENSIONS, CONDITIONS ATJOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION, 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDM 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 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS, (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE , 6) PROVIDE BRANCH CIRCUITARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7).PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. _ 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, ADDITIONAL NOTES 1) INTERIOR TO BE %" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64"HEAD ; 0.098"DIAMETER, 1 '/," LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086"DIAMETER, 1 5/8" LONG, 5/64"HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS, 3) WALLS AT SHOWER TO BE TILE, PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS INCOMPLIANCE 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 SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316, 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 3fi, C 79, C 475, C 514, C 6301 C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILINGASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7.16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES & STEEL REQUIREMENTS, 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 %"SUSPENDED SLABS: 1 W 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONSAND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0,131 DIA, 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING, 12) PROVIDE # 5 CORNER BARS W/ 30" MIN, LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS WITH 3/W OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/1 CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" D.C. PERIMETER AND FIELD, 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. GINEER EMAIL: EN MECHANICAL D ELECTRICAL �� Q?•'wc6rsf'C'�";`'% W CIVILENGINEERING =,+ No.299I'5 �r A 100 1984 SW BILTMORE ST, SUITE # 114 c. . e _ PORT SAINT LUCIE, FL 34984 e,Ant STXtE a Fir PHONE : (772) 785-9888 •. PWELCHINC@AOL.COM �,, <•"5 Y,1 °a+r hlA ,,,° PAUL WELCH P.E. \ / FLORIDA REGISTRATION N0.29945 4 101-211 16"X1611X811 BLOCK COLUMN HOSE BIBB 0 SH-H321 TEMP. M.BATH � B'-1" FLAT CEILING 4 we CLOSET tL Q .� 2868 PKb T �I I 41 I I I I I 20'-6" 101-3" 10'-3" 1 fi" X 8" BLOCK COLUMN PREC `S NTEL — — — — ® ®—PRPCASTLfNTEL - - — --- --- — — — — — COVERED PORCH 8'-1" FLAT CEILING O 1 SH-251 TEMP. 3-112" STEP $ �• - - - - - , 6068 SGD s T ---- ---- r i � , 1 ' DOUBLE SINK DINING ROOM NGE 8'-1" VAULTED o wr OOD KITCHEN 8'-1" VAULTED F Cn i r q' r N , REF. i r 00 cV m IM F — — 3' 0" 1 T-0'1 I MASTER BEDROOM I ® 8'-1" FLAT CEILING 9'-1" COFFER CEILING 1 I I ® � I SH-251 EGRESS J 14'-2tt 34-1/2" HIGH KNEE WALL 4 36" HIGH BAR 5F AE, 6t-711 APEX OF VAULT F m N H. BIBB SH-251 EGRESS r BEDROOM # 4 8'-1" FLAT CEILING 6'-6" 24'-10" d SH-251EGRESS BEDROOM # 3 8'-1" FLAT CEILING 3'A -4" 71-10„ w Ir wO N co 50681 BF CLOSET 6068 ! BF `" ROD & SHELF 4 CLOSET CV (V ROD &SHELF m l l °°{}°� El Ci CD I I CD 4" VANITY S j x �Q Go � ATH N 2868 z o Q m ° m 11`_2" FURR-OUT o� N 7 "2" 9 M ,�„ BEDROOM # 2 a'-1" FLAT CEILING 5-1i2" WALL ® to W .Z, " 8'4' BEARING WALL wO a D AND HEADER W U. (V o' UTILITY RM. `� o U W.H.& DRAIN IINEN IL 8'-1" FLAT CEILINT 00 �I?ic rn HEADER 20 MIN. FIRE 3-112"STEP RATED DOOR - - U [AHU bH 8'-1" BEARING WALL GREAT ROOM 2" CURB Li a 0 6'-1" VAULTED BEYOND WALL PROTECTION t1 PROTECTION •---------r 7 - -POSE POST 22-1/2" x�` " I E ATTIC ACCESS r ; a k (PULL DN. STAIRS) ----------I _j ELECT. PANEL 22'-11 %" � I 13 I .. U1 FOYER I i 8'-1" VAULTED I LIGHTAMC STORAGE i 6068/ 1 LITE/ IMPACT a-t o ®0 M i GARAGE I 8 1 FLAT CEILING Q 3-il"srEP I I O ® SH-25 A.F.F. j - ------------- io I r< II6 < , -------------- - - E I ENl C iT 1 E E -1 ' 10'-1"LAELIN LOCKCOLUMN E E BLOCK COLUMN — ——PRECRSTLfNTEL _ _ _ - _ E 314" FURRING STRIPS E : E AND 1/2" DRYWALL ; Cn E (TYPICAL) o , r t E 6' -1" 6'-1" E PORT Si LUCIE PROPERTlE5 COPYRIGHT2021 HEY LARGO REVISE} r r PINE 36`4' FLOOR PLAN SCALE : 114" = V-0" 22'-211 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # Well # - - Date:,,.,. Reviewer: UTILITY SLAB FPL METER HOSE BIBB 201 SW PORT Si LUCI BLVD., SUIT 103, PORT Si LUCIE, f LORIDA 34983 �a 0 SOFFIT DETAIL NO SCALE PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 87'-81IX 57'-01' AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUAREFEET 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: 14,793.28 SQ. FT. PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 6000 CASSIA DR, FORT PIERCE, FL 34982 SHEET TITLE : FLOOR PLAN PAGE 2" X 6" PRIMED & PAINTED RIS SPRUCE 3" x 22" SCREENED VENTS AT 72" O.C. TUCCO 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 (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259.1 CONT. ALUMN. MTL DRIP OVER (PT)1 X 2 , a 2" X 6" PRE -PRIMED +• SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL a & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. � `• VERTICAL DOWELS e G• W/ 30" LAP SPLICE FROM FOOTER + SEE FOUNDATION PLAN FOR SIZE & SPACING .0._-0" TOP _OF SLAB + I` `I' GRADE 4" a e 4 s ELEVATION TOP DATE : 10 / 07 / 2021 SCALE 1 /4" = I'4' GARAGE SIDE : RIGHT EXPOSURE: 160C MODEL KEY LARGO JOB NUMBER ENGINEER MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 —R-30 INSULATION E - - - - - -- 1/2 DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. WI (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL '8" PRECAST LINTELS WI (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS U_ & FILLED W13000 PSI CONCRETE ❑ 1"X 2" P.T. FURRING STRIPS oo @ 16" Q.C. WITH FI-FOIL FL INSULATION 2 1/2" DRYWALL W (TYPICAL) U_ 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH -- - —- - — TYPICAL WALL SECTION (CONCRETE BLOCK ! LINTEL U-BLOCK CONSTRUCTION) NO SCALE W W I A 101 BRG. HT 8'-1" BRG. HT 8'-1" +/- 18'-10" TO RIDGE 12 �6 ------------- M.R.H.+/-13,-5„ BRG. HT 8'-1" OPENING I.D. J A 21 01 FRONT ELEVATION SCALE : 1/4" = 1'-O" 0 OPENIENG LD, OPENI� G LD. ORENIG G LD. � OPENH G LD• � OPENING LD. -. ■ 2E 21 21 11 11 I� 03 REAR ELEVATION SCALE : CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396 / 150 = 16 REQUIRED VENTILATION 212.0 LINI FEET OF 6" X 22" VENTS @ 72" O.C. = 32.39 SQ. 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 16.2 SQUARE FEET > 16 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 0 72" ON CENTER PORt St LUCID PROP�RtI�S, INC. F.F.E. 02 LEFT ELEVATION SCALE : 1/411=1141 04 RIGHT ELEVATIO� ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENING AREA Q INTERIOR ZONE Q ENO ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 10 +35.6 PSF -38.7 PSF +35.6 PSF 47.7 PSF Q2 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF Q 50 +32.0 PSF w32,OPSF +32.0 PSF 40.2 PSF aQ 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1, DESIGN PRESSURES PER ASCE 740 di Z EXPOSURE 16111 [7 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE Ovan NERD EXPOSURE 160-C PLAN DIMENSIONS 81=8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14,793.28 SQ. FT. PROJECT NAME DATE : 10/07/2021 ENC-,IN:EER SCALE 1/4"=1'-0° PAUL WELCH INC. W PROPOSED KEY LARGO SPEC HOME `,,QpvL cc� ���,�,,,� W GARAGE 51 D E : RIGHT MECHANICAL ELECTRICAL r`" 7 Y PROJECT ADDRESS CIVIL ENGINEERING �4 x4s�5 A 102 7 1984 SW BILTMORE ST, SUITE # 114 O a 6000 CASSIA DR , FORT PIERCE, FL 34982 EXPOSURES 160 C PORT SAINT LUCIE, FL34984 i naxE cr r` PHONE: (772) 785-9888 SHEET TITLE MODEL: KEYLARGO @ "s '° (p EMAIL: PWELCHINC AOL.COM'n, 11.1114i11h51 PAUL WELCH P.E. d ELEVATIONS PAGE JOB NUMBER : FLORIDA REGISTRATION NO.29945 �\ \ ` \ WP/GFI /- / o- -QFI o O DWGFt - - GFIdt DOUBLE SINK wIDISP. RANGE r, r% w/HOOD \ J ELECTRICAL SYMBOL LEGEND SWITCH 4i THERMOSTAT OT GFIOUTLET 0 3-WAY SWITCH $3 SD/CO DETECTOR QD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES t� PUSH BUTTON [] ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI by SERVICE PANEL 110V OUTLET SERVICE METER F� CEILING FAN 220V OUTLET Q LIGHT FIXTURE \J 4-PLEX OUTLET 0 WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE �1 CEILING FAN w/PULL SWITCH \PJ wlLIGHT JUNCTION BOX (] RECESSED LIGHT A/C DISCONNECT fl VAPOR PROOF P V PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT (� FLOOR OUTLET G DISK LIGHT �DJ SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA72 l 0° T _ SD/CO 'STEP U�/(11 I � 1 I � I I \J 1 � � I II SD/CO 3 � �1/2' WALL ®V(R 1 i WGF 7D>M �\ 1, \ J �. GFI 7� G\ V�NNAHU vOi� WOH \ 0 0 / PROTECTION •-�--------r—^ �— — — — — — — aPOST Iti4TTIC ACCEYS '.I \J \ I ' `-- -'-----� i ELECT. PANEL 1 1 \J I ) I \J i I - GFI p i POR1 ST LUCID PROP�RtI�S, INC. i GEN. SWITCH i FP METER DISC. a��nv O t- ELECTRICAL LOAD CALCULATIONS PER NEC 1 1799 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA 2 (2)20AMPAPPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 4 DRYER 5 RANGE g4500 6 WATER HEATER 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40597 VA FIRST 10 KW @ 100% REMAINDER alb• 40% TOTAL : A/C HEAT an 100yo TOTAL : 32238.8 134.33 AMPS USE 150 AMP SERVICE. 240 10000 12238.8 22238.8 10000 3223868 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH•EFFACY LAMPS OR A MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO 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 FORALL 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, PROJECT NAME DATE : 10/28/2021 PROPOSED KEY LARGO SPEC HOME s cAt_E : 1/a" = 1'-0° � PROJECT ADDRESS GARAGE SIDE : RIGHT Q 8000 CASSIA DR ,FORT PIERCE, FL 34982 EXPOSURE : 160 C LL SHEET TITLE : MODEL : KEY LARGO �. ELECTRICAL PAGE J O B NUMBER 3 # 1/0 IN 2" C ELECT. SERVICE "EP" O150 120/ a M Z 1 is MBR 150A MLO T �F 3#1/0,#6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, ------- /J� ND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE ENGINEER / L MECHANICAL � ELECTRICAL ��`' ,r• ` £ �, :: W CIVIL ENGINEERING _ *' S� 24945 A 103 1984 SW BILTMORE ST, SUITE # 114 3 PORT SAINT LUCIE, FL 34984 4 SAE OF F T' PHONE : (772) 785.9888g,, r .1. %;7n*o1,o Rio 0'`r EMAIL: PWELCHINC@AOL.COM ''•i,-u3",r(} coil '�,` PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 16 BLOCK OLUMN 8 ICOLUMN C I'. RECESS SLAB 3-1/2" I BELOW FINISH FLOOR � � w IL 0 4" THICK (3000 PSI) CONCRETE SLAB V $ I w/ FIBERMESH OR 676" 10/10 WWM F-1 I OVER VAPOR BARRIER ON CLEAN FTG i COMPACTED CHEMICALLY TREATED FILL is ,. O O LL r` H�,SS�„ BIBB 7'-7" n It ftl 4 v U LL `� `J 8'-3" 4"THICK (3000 PSI) CONCRETE SLAB w/FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN p_g COMPACTED ALLY TREATED FILL TG EI F-9 G CI LL F-1 El ® ® ® L7 u.O FTG El I oI m 44, 0 1 ❑❑ © 12" X 12" I I BOCK COLUMN - FOUNDATION PLAN .. TOP OF SLAB 3.1l2'STEP RECESS SLAB 3-1/2" 0 'v BEARING � + 5 REBAR FINISHED FLOOR ONCRETE SLAB 24'-10" o M 414" 4'-1" 3'-10" 414" 4" CONCRETE SLAB - - - - - I L - it F.FLOOR FINISH GRADEIV ° •�- r - - .� . - - - ' ' 6 ^ " — - — - /° -- H. BIBB �� a Fp (2) # 5 MINIMUM CONTINUOUS, - -- -- c0 v N 3" COVER MIMIMUM. 16" u- (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. ® BEARING FOOTING F5 INTERIOR BRG. FTG. (STEP) F1 SCALE: 1/2' = 1'-0" SCALE: 112" = 1' 0" F-9 FTG ® #5 REBAR Z It 7-5/8" CURB 17,-2„ Y " co " #5 REBAR 7'-1" © 4 CONCRETE SLAB o ° cf) N 4.8 1 a FINISH GRADE M CONCRETE SLAB Z _• _ CONCRETE SLAB-\ F. FLOOR E----�-- o 1 i.-- tp N M (2) # 5 MINIMUM CONTINUOUS, n 16" 3" COVER MIMIMUM. 4, (2) # 5 MINIMUM CONTINUOUS, 1 ❑ 4„ 16 3" COVER MIMIMUM. oil CURB SECTION EXTERIOR STEP _ it,SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" II FTG F9 Ll WALL_ _ ®VTR r B'-1" BEARING WALL o AND HEADER ih io 0 N 'n 17'-2" 1,IF I ( 3•12 STEP �I I AHUI I� _ _ — W 0.m F__ _' u A/C CHASE j 7 0 I I 2" CURB BY PLUMBER U � 1 BEYOND WALL PROTECTION! rn � � � - # 5 REBAR WITH 30"MIN. LAP SPLICE i POST p L,T gtAg ¢ 1 8,_3„ Z W # 5 VERT. REBAR IN (3000 PSI) CONCRETE U o p E 1 FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) I I FPL METER Z io Y L.J ELECT. PAN p w -� # 5 REBAR WITH 30" MIN. LAP SPLICE ( j IF, v ^tD2 ( 18'-3%" a p m # 5 VERT. REBAR IN (3000 PSI) CONCRETE BEND # 5 BAR INTO SLAB +1- 4' I , 9 c = w FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) I I o w p U # 5 CONTINUOUS # 5 BAR INTO BLAB AT 4' O.C. J STUCCO FINISH I I 1 T-11 %" �¢ o Y ,LI > 4" THICK CONC. SLAB STUCCO FINISH f 1 W UQ w/FIBER MESH CURB HEIGHT VARIES 4 �`>p- # 5 BAR INTO SLAB AT 4'O.C. ° -Eon N N FTG U v V N _---_ _ - (2)# 5 BARS CONTINUOUS AT 12" O.C. VERTICAL Mo (2) # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL "} RECESS SLAB 3-1/2" t!J iFt, a,Q N' FINISH GRADE ("SEE ELEVATION PLAN") BELOW FINISH FLOOR w Q 4 ," 4" CJ • '• '- ( 00 ) CONCRETE SPREAD FOOTING - - - - ----------------- -- " 4 ''. 30 PSI C a i co `o ,'O_ U Z FINISH GRADE 4 Y 0 - N N U a W (3000 PSI) CONCRETE SPREAD FOOTINGTFFF r (2) # 5 BARS CONTINUOUS F-3 m w 9 i *❑ 0 (2) # 5 BARS CONTINUOUS t0 ��� ' CURB HEIGHT VARIES AROUND ' PERIMETER OF GARAGE 16" ?—( HOSE BIBBFFTYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL F10 SCALE: NO SCALE F9 SCALE: NO SCALE 81` , p ,.® O 10 3" 16'-8" LL ri FTG 9 311 4 v I' 1 11 201 SW PORT ST LUCI BLVSUIT 103PORT ST LUCII f L PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 6000 CASSIA DR , FORT PIERCE, FL 34982 SHEET TITLE FOUNDATION PAGE DATE 10/28/2021 GARAGE SIDE RIGHT EXPOSURE 160C MODEL KEY LARGO JOB NUMBER: PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 W A 104 ,r pf 1 tPn. 2499!5 ''1. r L STii"`E Ef ff�1 '-` 'n � V ' I ; i iL4 w 6'•0%" 3'-2" 4'-5'/:" 6'_2" B" ; � fV in I � r I r , 1 1 8 O 7 o ' i 4 2'-31/" ; 1 --............- r _ ' N � M O r ; r 1 n t ' 1 r 1 r N O M }---------- - - - = ' 8 Tl BRG. WALL W/HEAQER ABOVE ' ; I 3.12' STEP ( � I ( r ; II r i 1 5D I I r 3-1/2'STEP I /LUG/ L31 ' - - - - - - - , IL2 1 L{1 1 141_2" VA 10'-0 6'-1" t 1 i 5'-6" T-2" 6'-11%" 3'-2" 3'-10" 5'-3" 3'-1W 3'-2" 1'-5%" 1'-7" 16'-0" 11-7" a �s l� 8F28 CROSS SECTIONS NOTE CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (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 BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 8411 8411 8'-1" IT 4" 8F16AB/1T 950 200 404 100 0 SH-25 3811X63" 8111 81-1" 4'-6" 8F16-1B/1T 6113 200 2724 100 O3 SH-25 3811 X 6311 8111 8'-1" 4':6" 8F16-1B/1T 6113 200 2724 100 ® SH-25 3861X6311 8111 86-1" 4'-6" 81716-1BMT 6113 200 2724 100 O SH-25 38"X63" 8111 8'-1" 4'-6" 8F16-1B/1T 6113 1150 2724 650 © SH-25 3811X6311 8111 8'-1" 4'-6" 8F16-1B/1T 6113 800 2724 450 0 6068 S.G.D. 74" X 79" 79" 81417' -6" 8F16-1B/1T 2661 1300 1634 600 ® SH-23 38" X 38-3/8" 8111 8'-1" 4'-611 8F16-18/1T 6113 2800 2724 1500 O9 SH-H32 26-1/2" X 2611 8111 8141 4'-6" 8F16AB/1T 6113 550 2724 300 10 SW25 3811 X 6311 8111 8'-1" 4141 8F16-1B/1T 6113 100 2724 100 11 SH-25 3811X63" Sill 8'-1" 4'-6" 8F16-1B/1T 6113 550 2724 300 12 6068 FRENCH PATIO DOORS 74" X 79" 7911 8'-1" 7'-6" SRF14-1BMT 2459 550 1462 250 13 SH-25 3811 X 6311 8111 8141 41-6" 8F16-1B/1T 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY 8111 8'-1" 9'-4" 8F16-18/1T 1843 250 1133 100 TOP OF BEAM L_2 OPENING AT COVERED ENTRY 8116 8'-1" TOP OF BEAM 4'-6" 8F16-1B/1T 6113 250 2724 150 L-3 OPENING AT COVERED ENTRY 8111 8141 4'-6" 8F16-1B/1T 6113 250 2724 150 TOP OF BEAM L 4 OPENING AT COVERED PORCH 8111 8'-111 g'_4" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 81" 81111-10'-6" 8F16-1BMT 1533 350 914 750 TOP OF BEAM L_s OPENING AT COVERED PORCH 81" To OF81EAM 10'-6" 8F16-1B/1T 1533 250 914 150 PROJECT NAME : DATE: 10/28/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" PAU L WELCH 1 N C. W PROJECT ADDRESS : GARAGE 51DE : RIGHT MEC IVILE GINEECTGCAL CIVIL ENGINEERING O 6000 CASSIA DR ,FORT PIERCE, FL 34982 EXPO 5 U R E : 160 C LFL P T SW 6 INTOLUCIE, FL349 4SUITE # 114 PHONE: (772) 785-9888 SHEET TITLE : M D D E L : KEY LARGO MAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER : ORIDAREGISTRATION NO.29945 rt Ha.34B19 "yr 100 CFM 6" Duct 6"ExhaustVent Job #: 1641 Performed by Chris Bateman for: Key Largo Sp 6000 Cassia Dr ec Ft. Pierce, FL34982 Level 1 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 50 CFM 4" Duct 4"ExhaustVent Vent 50 CFM 4" Duct 4"Exhaust Scale: 1 : 120 Page 1 Right Suite®Universal 2021 21.0.08 RSU29066 2021-Oct-13 09:50:16 HVAC\6000 Cassia Dr PSL Propsup PORt ST LUCID PROP�RtI�S. INC. L TUB 2" VTR 2" STUDDO VENT I 2" j---AIR 2„ GAP 3„ VTR 2„ V 0. 2„ KS DW JL�00,� �14 3" 2" L HOWER L� L TUB 2 L „ 3WL WC W L 3" " WC 2„ 3" 3 2„ „ Gp. " PLUM BING RISER — NO SCAL E 3" 2"--� WC 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3" 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'/<" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLDPIPING LOCATED UNDER THE FLOOR SLABBURRIED 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. PROJECT NAME : DATE : 10/28/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE : 1/4"=1'-0° PAUL WELCH INC. �.��„,�„���k' W W MECHANICAL ELECTRICAL ���,Q�''wi�'E.Msf''•��"�; PRO�IECT ADDRESS GARAGE SIDE : RIGHT CIVIL ENGINEERING t' No,2994 W 7 1984 SW BILTMORE ST., SUITE # 114 6000 CASSIA DR , FORT PIERCE, FL 34982 rEXPOSURE 160 C PORT SAINT LUCIE, FL 34984 sr,GE cv PHONE: (772) 785.9888:.",, S ee H E ET TITLE EL : KEY LARGO EMAIL: PWELCHINC@AOL.COM Q. HVAC PAGE NUMBER : PAUL WELCH P.E. "j51 FLORIDA REGISTRATION NO. 29945 PORE ST LUCID PROP�RiI�S. INC. Fe Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED'5Y TRUSS. COMPANY'S ENGINEER, 2) CONTRACTOR TO PROVIDE ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES, 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: SPEC HOME TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 10 / 31 / 2021 CUT -SHEET DATE: 10 / 23 / 20z1 TRUSS ID BEARING POINT TRUSSACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST&3RD 1482 (1)HETA 20 1810 (8)16d A9 2ND 2995 (1) MGT 3965 (22) 1Od & (1) 540A.B. z a B7 1ST 1246 (1) HETA 20 1810 (9)10d X 1-1/2" 87 2ND 1445 (2) MTS 16 2000 (14) 10d X IA/2" G1 1ST 1253 (1)HETA 20 1810 (8)16d Gt 2ND 1870 (2) HETA 20 2500 (12) 16d GABLE ENDS CONT. 267 # PLF (1) HETA 20 1810 (9) 10d X IA/2" 100 # PLF MTS 16 1000 (14)10d X IA/2" MENDCONT. 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS Aress BEARING EACH <1800 # (1) HETA 20 1810 (9)10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14)10d X 1-1/2" AT FRAME BEARING VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 24/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 14/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2O USE SIMPSON STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) U3 (1) HDU4 w/(10) SDS 1/4"X 24/2" & (1) 5/8"A.B. (DMAYBE USED IN LIEU ON CONNECTOR SPECIFIED PROJECT NAME : DATE : 10/28/2021 PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" � PROJECT ADDRESS GARAGE SIDE : RIGHT Q 6000 CASSIA DR ,FORT PIERCE, FL 34982 ExP❑ S u R E : 160 C SHEET TITLE MODEL: KEY LARGO �. TRUSS LAYOUT PAGE JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL � ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 NOTE FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1l4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR .�i STAxE Ci -i}� Z E W CL O w O O 0 ti /16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS W/ 2" DIA, X 1/8" WASHER %L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-011 191 X 8'-0" GARAGE DOORS) 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5AIT EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2"X6"OR 2"X8"PIT w/3/16"X311 TAPCONS AT 1211 O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/1611 X 3" TAPCONS W/ 5/811 WASHERS. (STAGGER GRAIN) 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 AIA/T X 3-5/8" METAL STUDS NO SCALE 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 21-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE L Q W W J Q SAVE "A" SIMPSON MTS 16 w/141 NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"1 YP HEADER w/FLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS & CEILINGS) BOTH SIDES @ DOOR OPENINGS, 1/4" X 3" TAPCONS @ 12" O.C. TO 2"1 STUDS @ 16"O.C. BLOCK WALL OR 1/2" X 5-1/2"—► • SPH4 TOP & BOTTOM EACH STUD REDHEADS @ 24" O.C. R-11 INSULATION _ PT 2"1 BOTTOM PLATE wl 1/2" DIA, X 12" A.B. @ All NOTE; 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ PROVIDE SIMPSON SPH4 HURRICANE WASHERS. @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-1Old NAILS. MONOLITHIC FOOTING wl (2) #5 BARS CONTINUOUS ME `' / INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH M RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE, ROOF SHEATHING NAILING ZONE Nf PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT, GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (1) 45 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONIC. (1) # 5 VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER ( SEE FOUNDATION PLAN) ` FOR SIZE & SPACING f FOOTING F-1 19132" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3)16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 8' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS CEILING PER PLAN—/� LJ GABLE END TRUSS 2"1 SPRUCE OR BETTER LATERAL BRACE 18d COMMON NAILS @ 129 O.C. @ 8' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2)16d NAILS EACH, AT GABLE END TRUSSAND = STRAP GABLE END TRUSS WITH "SIMPSON" 4 TRUSS BACK - HETA 20 AT 48% O.C. WITH 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" P.T. 2" X I CONTINUOUS WITH 1/2' "J"BOLT OR Ill 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 GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) CEILING PER PLAN° TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE ROOFING I ULNDEELR'_LSA�YYM�EN�T/SHEATHING g, R411 LA WR-FRAIGIINJIN AT-12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 111 X 211 P.T. 2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING .AITFLUA TVUJ NOTE # 13, SHEET A100 ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER 12 sP 8" X 8" BEAM BLOCK W/(1) #5 BAR CONT. IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE CONT. GALV. MITI DRIP '_ EXTERIOR CEILING TO BE STUCCO OVER WIRELATH OVER (PT) 1 X 2 ��wif STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS w/ 3/8" DIA. 11 2" NAILS w/ DIA. FRAME TO MATCH HEAD @ 6" O.C. OVER HEAD . B" O.C. OVER 8" BEAM BLOCK HEAD R 12" BLOCK 318" METAL RIB LATH @ 6" 2" X 6" IRS SPRUCE FASCIA (1) # 5 BAR FILLED T RIB LATH O.C. w/ (2 LAYERS OF 15 # D.C.3/8"METAL 16" WI3000 PSI CONCRETE O.0W/ (2 LAYERS OF 15 # FELT OVER EACH FELT OVER EACH 8" PRECAST LINTELS FRAMING MEMBER) SOFFIT PER DETAIL 8" X 8" PRECAST LINTELS FRAMING MEMBER) WI (1) # 5 BAR FILLED Wl (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE - WI 3000 PSI CONCRETE EXTURED STUCCO FINISH 2" X 12" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN FRONT PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 6000 CASSIA DR , FORT PIERCE, FL 34982 SHEET TITLE DETAILS PAGE DATE 10 / 28 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL : KEY LARGO JOB NUMBER: TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC, . (2) OR (3) # 5 VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER ( SEE FOUNDATION PLAN 1 FOR SIZE & SPACING J ENGINEER PAUL WELCH INC. MECHANICAL D ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 FOOTING F-1 TEXTURED STUCCO FINISH 16" X 16" X 8" CONCRETE BLOCK COLUMN OR 8" X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE +l w ;' RIzs94a 1R W A 108 STAtEOF ofNo ,'br'' L o ett64r" pp�� 3aONdl �u, Yl CMU W� (SEE WF CORRO: PER V APPLY PE BETWEE (SEE N 1►I� FILLED CELLAT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 41 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, NOTE TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 14/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715,5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, N , ° - 3/811 �+ 1-3/8" 7-5/8" NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703,4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCF�ETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK &WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SLIDING GLASS DOO FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-112" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. PORt ST LUCID PROP�RtI�S. INC. CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) �J NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 14/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715, 5.4, 3, BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN, 1-1/4" EMBED. 3" FROM EDGES & 12" O,C, MAX. SEE WATER PROOFING NOTE # 6 ANCHOR OOOR JAMB HEADER TO MASONRY IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 44/8" P,T, w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12" O.C. w/# 10 SCREWS, PER PRODUCT APPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW I DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD)AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS, FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING /SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL 8E CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 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. 6. AFTER WINDOW I DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW ! DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER, PROJECT NAME DATE : 10/28/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE 1/4"=1'-0" PAUL WELCH INC. ,+���,�."M��°«,,,, W W MECHANICAL � ELECTRICAL r•' �; +`'''y �:,, 7 PROJECT ADDRESS0 RIGHT CIVIL ENGINEERING °}? Na29945 ' W A 109 1984 SW BILTMORE ST, SUITE # 114 Q 6000 CASSIA DR , FORT PIERCE, FL 34982 1 rEXPOSUREa 160 C PORT SAINT LUCIE, FL 34984 srAre r PHONE: (772) 785-9888 =.,• %w EL KEY LARGO o • IL It SHEET TITLE : EMAIL: PWELCHINC@AOL.COM �$ kLEk ;,0 N �y/AA,IlU11t/Ilh1Y'Y PAUL WELCH P.E. O. DETAILS PAGE NUMBER : FLORIDA REGISTRATION NO.29945