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HomeMy WebLinkAboutBUILDING SITE PLANSEM 1 TT NT SCANNED BY St Lucie County r 4 r�IL':`'i IILIY, 1 ..I LIu�7l L rT / I" 414 I S- F!'' 1. f11,-11i 4(Il . a G�J1171�1�,�_, rT _ _l-S - Its - ® r i _ IN E u ! ®®I CONSTRUCTION BY PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW. PSLPROPERTIESINC. COM - DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME:: CHAPIN RESIDENCE OCCUPANCY TYPE : R STREET ADDRESS : 5808 CLYDESDALE LANE, FORT PIERCE FL 34987 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: 2017 EDITION WITH: SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING : 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +/ 11 r-6° ROOF PITCH: 6/12 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 22.3 ZONE 2: + 22'3 ZONE 3: + 22'3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE : + 22.3 -35.4 -59.8 -87.9 -36.4 -44.9 -29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF / LIVE: 20 PSF BALCONY - NSA PSF DOCK : _ NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • NIA PLF / 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? 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. SCANNFF� NAME: PAUL WELCH, P-E. By CERT- # & CO. CERT. AUTH. 29945 / 5115 DESIGN FIRM: PAUL WELCH, INC. DATE: ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE , FL 34953 FPL SERVICE CONFIRMATION GARAGE LEFT COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATE PROJECT PROPOSED NEW CONSTRUCTION: CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FL 34987 MODEL CAMBRIDGE REVISIONS PROPOSED CHAPIN RESIDENCE �I0 5808 CLYDESDALE LANE c FORT PIERCE , FLORIDA 34987 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATI ON SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS ORALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. NOTE: _ FOUNDATIONS SHALL BE CAPABLE OF RESISTING ALL LOADS FROM ROOF UPLIFTAND BUILDING OVERTURN. FOUNDATION UPLIFT FOR LIGHT -FRAME WOOD OR STEEL BUILDINGS SHALL BE CALCULATED OR DETERMINED FROM TABLE R401.1. MASONRY BUILDINGS WITHIN THE DIMENSIONAL SCOPE OF TABLE R401.1 SHALL BE ASSUMED TO BE OF ADEQUATE WEIGHT SO AS NOT TO REQUIRE UPLIFT RESISTANCE GREATER THAN THAT PROVIDED BY THE STRUCTURE �\ AND ANY NORMAL FOUNDATION. FOUNDATION CONSTRUCTION SHALLALSO BE CAPABLE OF ACCOMMODATING ALL GRAVITY I LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITI ING THE RESULTING LOADS TO THE SUPPORTING SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE FOUNDATIONS { SHALL COMPLY WITH SECTION R403. PROVIDE COMPACTION TEST EVERY 12" OF FILL PLANS AND ENGINEERING PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 CONTENTS A100 - COVER SHEET A101 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 - PROPOSED ELEVATIONS O A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN A105 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE Al08 -PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL BLOCK TRANSITION DETAIL GARAGE DOOR ATTACHMENT DETAIL ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: CHAPIN RESIDENCE APPLICANT: o PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT SEE ELEVATIONS +/ y ,0 _- ---- --,,. MI WINDOWS & DOORS 185 SH ,,.... ,.,„F.L # 17499 1,,.., ,. _,..._. ."..-....--.IMPACTS _ ^` �� • - ans x-l-y4';,MIN. EMBEDTAPCON6 ,� . AT z / 11 O.C. WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOW38 DOORS - 185 PW FL#15349.3 IMPACT 3n 6•xvva•Mw EMBED TAPcoNJ •.- LL__ MULLIOAS-�- A No N/A '. _.. BLOCK GLASS N/A N/A NIA N/A N/A N/A N/A SKYLIGHTS NIA N/A N/A N/A NIA N/A NIA SLIDING GLASS DOORS SEE ELEVATIONS +I- 55A MI WINDOWS & DOORS 120 1130 1140 FL# 22401.3 IMPACT (2 ROWS) 3116' x 1-1/4" MIN. EMBED. TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS -.. + 49.2 /-50.0 THERMA-TRU SMOOTH STAR FL # 764D2 . N/A 1/4"x 1-1/4' MIN. EMBED TAPCONS AT 6" / 1375" O.C. FRENCH DOORS N/A N/A - N/A N/A 1/4' X 1-V4" MIN. EMBED TAPCONS AT 6" /13,75"O.C. GARAGE DOORS SEE ELEVATIONS +/-37.0 CLOPAY 29W6-10 FL#5678.29 N/A 5116"xi-5/6"MIN.EMSED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A ROOF VENTILATION N/A N/A NIA N/A N/A WA N/A ROOFING MATERIALS VULT=160 VULT=194 OWENS CORNING 3TAB FL#10674.1 N!A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE (0, 105 INCH MMM) SHANK WITH A MINIMUM 318 INCH (10 MM) DIAMETER HEAD, ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 314 INCH (19 MM) INTO THE ROOFSHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 314 SHEATHINOFASSTEN'ERSSlHALLCOMa SHALL PEN 166THROUGH THE I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. -NAME: PAUL WELCH, P-E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM MAR 0 7 2019 NERAL NOTES 1) THE CONTRACTOR SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE W DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 '/." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C.1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND 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 36, C 79, C 475, C 514, C 630, C 931,.0 960, 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 -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPR EAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMQKE-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 ASCE7-10. 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 V2" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS 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 INSTRUCTIONS AND 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 DI^.. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENTTO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED T0 PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE, 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE 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 2017 ENERGY CONSERVATION R401.3 tf� ELECTRICAL NOTES N! 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. BY 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ' 'L le Cot 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 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. PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 WWW.PSLPROPERTIESINC.COM UlvO.vv G< mzmrilm O OR p" n OR FIR 00 o T) 2 m W O v, � F m m� -3 d N 0 m �1� 9-2 r n DD rim 3Z D " O `n FIR En F p 5 R < F p m �a FOUR In tit. Lucie t;ounty CONS TRUCTIC)N B Environmental Health Site Plan Approved for Construction supersedes All Previous Site Plans for l)S sF.1765^ & well #k`I-29r2o PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, o PORT ST LUCIE, FLORIDA, 34953 rn z MODEL: (772) 336-0050 CONSTRUCTION OFFICE WWW. PSLPROPERTIESINC. COM ■ ■ (772) 249-0089 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: CHAPIN RESIDENCE OCCUPANCY TYPE: R STREET ADDRESS : 5808 CLYDESDALE LANE, FORT PIERCE FL 34987 CONSTRUCTION TYPE: V PERMIT NUMBErc : CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATK AS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS STRUCTURAL DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SP;_CIFIED BY CURRENT CODE PROVISIONS, DESIGN PARAMETERS AND ASSUMP-i IONS USED: 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: - SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSPn : OPEN BUILDING: 3. RISK CATEGORY : I II X III IV EXPOSURE CATEGCRY : B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA LRFD END ZONE WIDTH: 5. MEAN ROOF HEIGHT: +� 11'-6" ROOF PITCH : 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) +22.3 +22.3 +22.3 +33.6 +33.6 +22.3 ZONE 2: ZONE 3: ZONE 4: ZONE 1: 36.4 LONE 5: - 44 9 GARAGE: 0 - 35.4 - 59 8 - 87.9 - -29 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF / LIVE: 20 PSF BALCONY - NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS: N1 PSF FENCE: NIA PSF RAILING • NIA PLF / 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 (NOTAr;,LICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? 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 KNOV"I-EDGE AND BELIEF. NAME: PAUL WELCH, P.E. CEP-1-. # & CO. CERT. AUTH. 29945 / 5115 DESIGN FIRM: PAUL WELCH, INC. DATE: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE FL 34953 , ADDRESS: COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FPL SERVICE CONFIRMATION GARAGE LEFT SCANNED BY St Lucie C.oun DATE PLANS AND ENGINEERING PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE, WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGNOR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. CONTENTS A100 - COVER SHEET A101 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102-PROPOSED ELEVATIONS A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN A105 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE A108 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL BLOCK TRANSITION DETAIL GARAGE DOOR ATTACHMENT DETAIL ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMITNUMBER: OWNERS NAME: CHAPIN RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16^x 1-114"MIN. EMBEDTAPCONS AT 2" / 11" O.C. WINDOWS SEE ELEVATIONS +/-60.0 MI WINDOWS & DOORS N/A 185 PW FL#15349.1 3116^x1-v4"AT EMBED 6" /18"BEDTAPcoNs O.C. MULLIONS N/A N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A NIA 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) 3116" x 1-114" MIN. EMBED. TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS +49.21-%0 THERMA-TRU SMOOTH STAR FL#7640.2 N/A 1/4"X1-1/4" MIN, EMBED TAPCONS AT 6" 113.75" O.C. FRENCH DOORS N/A NIA. NIA N/A 114"X 1-1/4" MIN EMBED TAPCONS AT 6" / 1375" O.C. GARAGE DOORS SEE ELEVATIONS +/- 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 5ns^x 1-LONE N. EMRACKET SCREWS ONEPER BRACKET HURRICANE PROTECTION N/A N/A NIA N/A N/A N/A N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A NIA ROOFING MATERIALS VULT=I6U VULT=194 OWENS CORNING 3TAB FL#10674.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL. STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE (0.105 INCH OMM) SHANK WITH MINIMUM 3181NCH HU MM) DIAMETER HEAD, ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH T9 MIN) INTO THE ROOFSHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 314 INCH (19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITHASTM F 1667 I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: PAUL WELCH, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 PROJECT REVISIONS TITLE PROPOSED NEW CONSTRUCTION: COVER SHEET CHAPIN RESIDENCE A100 5808 CLYDESDALE LANE JOB NO. DATE 12-03-18 FORT PIERCE, FL 34987 MODEL JSCALE AS NOTED DRAWN CHECKED CAMBRIDGE BILL SCHROEDER DEC 3 2019 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRO 301. ADDITIONAL NOTES 1) INTERIOR TO BE Y." DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRO 702.4.1 & FRO 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND 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 FRO 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO 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 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRO, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, 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 ASCE7-10. 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 'W'SUSPENDED SLABS: 1 M." 6) LAPALL 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 INSTRUCTIONS AND 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 EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING, 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ F O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 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 FTAND 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 2017 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 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. PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 WWW.PSLPROPERTIESINC.COM L I i.LVu14/ Permitting T-0" T-2" 10'A" -3'-2" 0 SH-25- SH-25 �— r■ ■ ■ ■ r ■ ■■ I 21'-4%" is " - — — — — — — — — — — — — — - ■ 9 OFFICE m 8'-1' FLAT CEILING q N m 8'-11" FLAT CEILING I W 0 GIRDER BY TRUSS COMPANY x ,r 51_0„ 16'4%" L CLOSET N N N H/B 068 / BF - �i -f HALF-LIGHT DOOR s. (IMPACT) zasa m Z { N m z oTUB/SHOWER, 2868 ■ HALL BATH 0 Lu 2468 O' BEDROOM # 2 ae^VANIry C ■ 5-3" 4 M N M u x 8'-1"FLAT CEILING m HDR. ' r -_4 _—j-" ■ 346e I ■ PRECAST LINTEL y I NT I PANTRY ' 10' 7° iV l CABINET — _ I1 t� 42" UPPER CABINETS .'i. GIRDER BY TRUSS COMPANY �,. 10'-1" INT. BEARING WALLOf I 4: 3as ■ W 13'-4Yz" Lu o DWI U i � NOOK ore Ryy O O00 N '? 10'-l" FLAT CEILING O x o OSy ti'F h�,li/ m o l of I O X34-1/2" HIGH KNEEWALL v, O �,��/� LL 9" o:. 9'-1Y" ��Q� 4'-4" 41-0' 10'-l" INT. BEARING WALL ■ UTILITY ROOM @ N 8'-1" FLAT CEILING 00 A/C COND.04 w AFT ■ WASHER ol LOCATION LOCATION LT m " O O VTR p F 5-1/2" WALL q V: LT a m } WELL PUMP ,� ?. N BLADDER 'WATER TREATMENT TAN KS m J TANK O - PROTECTION POST rr - - W.H, w/ DRIP PAN Z I" AHU w/ DRPAN &DRAIN LINE; = a &DRAIN LINE II i / el L / zass_ ----- ■ cD 0 (u INSULATE WALL w/ R-1l FIG BATT 4' 4" o x 2" CURB BEYOND WALL D_y$ (TYPICAL) ELECT. METER 200AMP q ELECT. PANEL y BOTTOM CHORD BEARING AHU LOCATED IN ATTIC ■ GARAGE Z w 8'-l" FLAT CEILING A.F.F. Lu w Ij GIRDER BY TRUSS COMPANY m -------- — -- --- — ------------------------- W O LL Ly 72f3'-2" J W i H/B I , ' I m co ; I W d co o I ' 2 ■ I ' ■ ■ ■ ■. 1670 / BHGD ■ r..' FLOOR PLAN SCALE: 114" = 1'-0" INSULATE WALL w/ R-11 F/G 20 MIN. FIRE RATED DOOR 33'-W 23'-0" PRECASLW TEL_ _ _ _ _ ■ ■ 16"X81, BLOCK COLUMN— . N COVERED PORCH iv 10'-1"FLAT CEILING 'v a "STEP O 8080 / SGD / TEMP.. HIGH KNEEWALL GREAT ROOM 10-1" FLAT CEILING N O 0 N F — — — I I SITTINGAR A I MASTER SUITE W-11" FLAT CEILING 9'-1" COFFER CEILING 2'-0" 9'.0" 2' ■ L— — — — — — — J V-10". 3'-6" N 5'-8" ROD & SHELF 22-V2"X38" LL ATTICACCESS ; m I I W.LC. N o N W.I.C. o s N Q' oll�I x 'Il all o I DINING ROOM 10-1" FLAT CEILING a FOYER "' 10-1" FLAT CEILING ARCH ARCH `O .ARCHED TRANSOM TRANSOM TRANSOM m B1 C1 � D O © 6068w/ARCHEDTRANS M E _: ,i IM MINI, WIN ■ SH-25 w/ SH-25 w/ ■ ARCHEDTRANSOM ARCHED TRANSOM 13-1/2-STEP o ABOVE ABOVE Z I A a N Q I ENTRY I� AAC m 9 U ll'-5" FLAT CEILING l y m I IW I■ FmA ■L _ `� e ■ PRECASTLINtU 12" CMU " q LIN. !a 2868 iv 20688E ti� ■ M MASTER BATH We W-1" FLAT CEILING H/B . 48" HIGH WALLS -4 w/ C.M. SILL& TEMP. - TILED GLASS ENCLOSURE SHOWER00 ■ Py1 h ry/ m \ o m DESK TUB o M ■ ■ 72" X 42" ■ ' ■ ■ rif SH-24 /TEMP. T-6" 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 (PER CONN. SCHEDULE) DIMENSIONAL ROOF SHINGLES OVER 30 # ROOFING FELT CONT. GALV. MTL DRIP OVER (PT) 1 X 2 5" 2" X 6" PRE -PRIMED 12" O.H. SPRUCE FASCIA re VENTED 8: STUCCO SOFFIT (SEE DETAIL) P: STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER P SEE FOUNDATION PLAN) FOR SIZE & SPACING J .0'-0" TOP OF SLAB GRADE 4" a D D C �C NOTE: PROVIDE (2) ROWS OF 8" X 8" BEAM BLOCK W/ (1) # 5 BAR EACH IN (3000 PSI) CONCRETE FILLED CELLS FOR WALL HEIGHTS OVER 8'-1" 12 R-30 TYPICAL CEILING INSULATION - - — - — - - — L1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS o W/ (1) # 5 BAR FOR ALL O DOOR AND WINDOW OPENINGS LL & FILLED W/ 3000 PSI CONCRETE . 0 w 1'X2 P.T. FURRING STRIPS U) @ 16" O.C. WITH FI-FOIL z INSULAT ION LL OD 1/2" DRYWALL 0 (TYPICAL) a 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 CA? CULATE ATTIC VENTILATION CEII-',''C = 2884 SQUARE FEET 2884/300 = 9.61 REQUIRED VENTILATION 274.58 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 63.15 SQ, FT. / 2 = 31.57 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 30.57 SQUARE FEET> 9.61 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS a 48"ON CENTER • REQUIRED VENTING IN IME UPPER PORTION OF THE ATTIC ----- ------------`--- -_-_- 40-50%OFREQUIRED VENTING ASPER FRC806.2EX#2 II II ' 9.61 X 40% = 3.B44 SQ, FT OF RIDGE VENT 9.61 X 50% = 4.805 SQ. FT OF RIDGE VENT II RIDGE VENT II II II II 25'-6" LINEAR FEET OF 2" VENT = 4,335 SQUARE FEET OF RIDGE VENT ' PROVIDE 25.50 LF OF RIDGE VENT II ,I II ,I II I, II 11 ,I ,I ,I ,I 11 , II I II � I II 'I 11 r 1 t7 'I i 1 rr O Y II�.p `- ---- --------------- ----------- 'I I III II rl II II ;I ' 'I )I II 'I II � II I, II 1j I ,I ,1 II II , `----- -- --oOa I 2'-6"RIDGEVENT II II � ,1 ,I ,I I II I1 II ,r it „ II II II 11 II li II II I II II Ir Ir II n II II " q Ir II rl II " II " 8'-6"RIDGEVENT II " II II ° Ir � rI n II II " II rr II " __ II II rl II 11 rl rl II II r I "----- -----" ROOF CONCEPT DRAWING SCALE: 3/16" = 1'-O" W V ' M ^� ZLLIzoo M J Q Z Y+ ❑ LL0 x Lu o L Z LL i 2 W O >g U � W > J a � a ® o F- ci. 0' N 0 am oa PROJECT PROPOSED NEW CONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA 34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT .ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8" X 64'-9" AREA TABULATIONS LIVING AREA 2037.0 SQ. FT.' GARAGE 546.0 SQ. FT. ENTRY 56.0 SQ. FT. BACK PORCH 245.0 SQ. FT. TOTAL FOOTPRINT 2684.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEET INDEX A100 - COVER SHEET A101 FLOOR PLAN'' A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 03, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWEL HINC@AOL.COM t7F'C 3 3 201 SHEET Al 01 RIDGE HT. +/-19'10-1/2" STUCCO FINISH fTYPICAL) FINISHED FLOOR 0'-0" 6 0 _ ML-A � A mm � I; - - - _--- +/-14'-0"M.RR-0 _ _ _ - - BEARING HEIGHT ENTRY 11'- . I I'I II �1,II11� ao O �O � W Lu O o W l STUCCO FINISH - fD II,mIJ rI,hIJ 3 (TIPICALJ :H O - 6- STUCCO W ND Z 4"STUCCO BAND 3 �4"STUCCO BAND l "�SI q FINISHED FLOOR 0'-o NOTE: - - ---- Fo � FRONT E L E VAT I O N OPENING LD. "A" OPENING I.D. "C-1 " O PENINGI.D. " 0.1 ' OPENINGI.D. "E " - ' 1 SAND FLOAT FINISH OPENINIG MARK : (7) O OPENINIG MARK: (1) MARK: (1) OPENINIG MARK: (1)ON ALL STUCCO BANDS & OPENING ZONE : EXTERIOR ] p OPENING ZONE, INTERIOR ONE : INTERIOR OPENING ZONE: EXTERIOR - RETURNS SUCHAS WINDOWS, SCALE: 1/4" = V-0" r III l DOORS, GARAGE DOORS; OPENING LD. "B-1 " W U) O OPENINGI.D. "C" OPENING LD. "D' 12 I AND ENTRY : OPENINIG MARK: (1) p OPENING ZONE: INTERIOR Q 3 OPENINIG MARK: (2) OPENINIG MARK: (3) 6 co� OPENING ZONE: INTERIOR OPENING ZONE:INTERIORco I _ I -''T� 1 �I --I-_,,II ICI �I � I7 ���DIMFN� OPENING I.D. "B" a m . �. I I. L r �F SOFFIT DETAIL NO SCALE _/7_ BEARING HEIGHT ENTRY 11_ BEARING HEIGHT 8'-V 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" X 22" VENTS AT 4'-0" 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 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) LOPEN%G MARK: (2) - O OPENING ZONE: INTERIOR ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U' z OPENING AREA INTERIOR OPENING ZONE END OPENING ZONE E IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE O 1 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF z 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF 0 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF a 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF 5 30 +33.2 PSF - 36.1 PSF +33.2 PSF +44.2 PSF s 35 +33.1 PSF "36.0 PSF +33.1 PSF +44.1 PSF 0 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF r DESIGN PRESSURES PER ASCE 7-10 Oz 160-C OPENING LD. "H" OPENING LD. "I" OPENINGI.D. "K" OPENING LD L" 1 - [03]1 BACK ELEVATION I OPENING ONEK INTERIOR OPENING ZONE: INTERIOR OPENING ONE: EXTERIC OPENING ZONE: EXTERIOR 6 STUCCO FINISH (TYPICAL) FINISHED FLOOR U-0" [0-2] RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" TERMITE TREATMENT -TERMITE PROTECTION SHALL BE PROVIDED G SOILAPPLIED PESTICIDES, TIN Y O DED BY REGISTERED TERMITICIDES INCLUDING ES BAITING SYSTEMS, AND PESTIC IDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE ASA PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, SEE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BYTHE LICENSED PEST CONTROL COMPANYTHAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OFAGRICULTURE AND CONSUMER SERVICES." BEARING HEIGHT 10'-l" BEARING HEIGHT 8'-1" SCALE: 1/4" = V-0" STUCCO FINISH (TYPICAL) ) OPEN 6 OPEN OPEN FINISHED FLOOR 0'-0"_ 12 I.D. "D" MARK:K I.D. "M MARK: ZONE: II I BEARING HEIGHT 8'-1"-_� _ FINISHED FLOOR 0'-0" f A U W iIOR z- DC W Eb LL V W K OPENINGI.D. " N " w OPENINIG MA OPENING ZONE INTERIOR� . 3 0 OWEI FO2 RIGHT SIDE ELEVATIOP SCALE : 1/4" = V-0" OPENING LD. "O" OPENINIG MARK: (2) -- OPENING ZONE : INTERIOR W ■ M g O ® i � M ® Z Y♦ WLu ® W ~ W W r ® W O W a. U) �U)in o0 14, H w E CV O a. 0 am CL PROJECT PROPOSED NEW CONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA34987 PLAN INFORMATION BEARING HEIGHT 10'-1" A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE BEARING_ HEIGHT 8'-l" GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8"X64'-9" AREA TABULATIONS LIVINGAREA 2037.0 SQ. FT GARAGE 546.0 SQ. FT. FINISHED FLOOR 0'-0"_ ENTRY 56.0 SQ. FT. 17 BACK PORCH 245.0 SQ. FT. TOTAL FOOTPRINT 2884.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM ENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. CALCULATE ATTIC VENTILATION CEILING = 2884 SQUARE FEET 2884 / 300 = 9.61 REQUIRED VENTILATION. 274.58 LINEAR FEET OF 6" X 22" VENTS (9 48" O.C. = 63.15 SQ. FT 12 = 31.57 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 30.57 SQUARE FEET> 9.61 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 9.61 X 40% = 3.844 SQ. FT OF RIDGE VENT 9.61 X 50% = 4.805 SQ. FT OF RIDGE VENT RIDGE VENT 25'-6" LINEAR FEET OF 2" VENT = 4.335 SQUARE FEET OF RIDGE VENT PROVIDE 25.50 LF OF RIDGE VENT SHEET INDEX I Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION = DATE DECEMBER 03, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 i BEARING HEIGHT ENTRY 11'-5"_ 77 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 _ BEARING HEIGHT V-1"_ EMAIL: PW {LCHINC@AOL,COM OPENINGI.D. "P" STUCCO FINISH OPENINIG MARK: (2) OPENING ZONE, INTERIOR (TYPICAL) - - - - - U-9---__-_____ __ __ _ FINISHED FLOOR 0' n DA032018 0" SHEET on I ■ ' FAN PREWIRE FAN PREWIRE ' � I ■_ i' DETECTOR / i GFI"i PANTRY GFI -ty , CABINET LL / \ ' GFI: D�) ® GFI LL w i ' I � I■ / GFI 1( GFIDW �A a o� l J PENDANT LIGHT PREWIRES 0 �i0, 0 R o PO DISC � A' I GFI DRYER WASHER ' LOCATION LOCATION r , , r - I N III w I I - LL ■ I N JIL cD Yj I c2 WELLPUMP C - ` J L •J G_02 ■ 220V / WP 00 O O Ili N c IN ut. 11OV.WP/GFI- 0 S N O��- c7'. - BLADDER WATER. TREATMENT TANKS' TANK O ' \ !i L ■ BOTTOM CHORD BEARING AHU LO ATED IN ATTIC / ' i ELECT. METER 200AMP ELECT. PANEL t GFI - - - I I— GFI I I I F�■ ■■ — ■■ ELECTRICAL PLAN SCALE: 1/4" = l'-0" PHONE AND CABLE LOCATED BY BUILDER NOTE: PROVIDE GRINDER SYSTEM ELECTRICAL — — — — — — — — — — — — — — ■ ■ — — — — — — — FAN PREWIRE \�, \J I ah . / "\PENDANT LIGHT PREWIRES I Ems\_ SD/CO I 1 DETECTORII Q \ \ 11 11 \ \ \ G F - - - - - � I , / � FAN PREWIRE - I I I I i I , � q � E > 1 j. L — VERIFY — \` — % VERIFY in w MINI -1 21 m No (D ; r GFI ° D WP/GFI ■ I L--——-------J. 3 # 4/0 ALUM IN 2" C -ELECT. SERVICE M O 200 2 MBR # 4 CU GROUND TIED TO BUILDING STEEL, - CWPAND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE „EP„ 120/240V 1 to 200A MLO 3 # 3/0, # 4, 2" C ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET 3-WAY SWITCH $s SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES po�9 PUSH BUTTON ❑® ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP I SERVICE PANEL 11OV OUTLET (p SERVICE METER CEILING FAN 220V OUTLET ��IInn YN' LIGHT FIXTURE r 1 ` J 4-PLEX OUTLET Q WALL MOUNTED r SWITCHED OUTLET LIGHT FIXTURE SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH /Pl \ / CEILING FAN WLIGHT JUNCTION BOX RECESSED LIGHTR A/C DISCONNECT [=P VAPOR PROOF 0 PHONE OUTLET T RECESSED LIGHT V TV OUTLET FLOOD LIGHT FLOOR OUTLET G E. FAN LIGHT ® SCONCE PREWIRE K�!7 NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 O 200 "EP" 2 120/240' 1 is MBR 200A MLO i (3) 3/0, # 4, 2" C # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE -UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C OPTION — "B" ELECTRICAL RISER / DIST. NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 2037 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6111 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 41311 VA FIRST 10 KW @ 100% 10000 REMAINDER an 40% 12524.4 TOTAL: 22524.4 A/C HEAT (a7 100% 10000 TOTAL: 32524.4 VA 32524.4 = 135,52 AMPS USE 200 AMP SERVICE. 240 ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL SE 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 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 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 1V OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10).PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. n • ■ U Z Z M v � O U Z M♦ ® X I- O LL a- ZO W U W O W > Jn J T o c%i F- ® N 0 O IL CL PROJECT PROPOSED NEW CONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA 34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8"X 64'-9" AREA TABULATIONS LIVINGAREA 2037.0 SQ. FT GARAGE 546.0 SQ, FT. ENTRY 56.0 SQ. FT. BACK PORCH 245.0 SQ, FT. TOTAL FOOTPRINT 2884.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. 3HEETIINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109- DETAILS SHEET INFORMATION DATE DECEMBER 03, 20 18 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1'-0" REVISIONS ENGIIVEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWI~LCHINC(&,AOL.COM DEC 0 3 2019 Al 03 59'-8" I-V 33'-0" 3'-1�4'-8'/" 4'-113a" 9'-10" 2'-8" ■__ i■ f—. —. ■- _ _.I■ ■ ■ _ " " m \GIRDERUSS b LL _ � m COMPANY N N w - � 0 m ■ ( m LAV REF \ [s _D. 10.0" 1 T 4 I P6 -4 m ro I 54" 9'-8 5'-4" p_2" V-10". T10" 1'•2" LAV OCLCOL. . ! (V m■ ________ N ■® LU U. N CIL OF 3-1/2" WALL 2 1' ' ® IN F -6 Z 'v FTG LL w m ^U-. - GIRDER BY TRUSS COMPANY 0 "1 m .. ^(M1 III IBRIOR BEARING WALL` Ur' LL �, ■ _ FOOTING _® 4z 2/ - ... .... ��„�.� Y r w . 3„ LL N C7 i i ■ N N BELOSS W FINISHBFLOOR ( 1EQ ' TG ■ Y M � LL I ,� a• `t � �,StS 81 U IINTERIORBEARINGFTG. ' i i DW CG 13'-5" ♦ 6 ° LL ° i i r in RECESS FOR �' `[�(€ i r • _ _ _... vi SLIDING GLASS n CD O N 1 d O DOOR ■ g''10" N 2'-3" E1 - " - m ~O e�F p O S), a 1 ■ _ 8'-0" INTERIOR BEARING FTG. Y INTERIOR BEARING WALL O,' FOOTING - ■ I 10'-6" _ 0 -0 •�� 4" THICK :(25 PSI) CONCRETE SLAB TOP OF SLAB _ w/ FIBEROR 6"/ N RET W LA LL:m O . I 4'-10" unuTvslNK V O c7 OVER VBARRIER ON CLEAN o oll N 0 LL M ~ L' O 2- 4,`, " 4" THICK (2500 PSI) CONCRETE SLAB- OVER EMICALLY TREATED FILL to Y z I w/ FIBERMESH OR 6"16" 10/10 WWM Q 'v p _ N O �. OVER VAPOR BARRIER ON CLEAN - F� O ! oarER WASHER u LT D COMPACTED CHEMICALLY TREATED FILL I= LOCATION LOCATION _ - - -- - - - ca ■ `CURB ■ I, - -' - - --- ---- - - - - -- ■ ! m 0 ro g VTR WH ilo a O LU > F 1 .a n w IL FTG iD p UTILITY SINK n _ s�q ��'.. ii1 K _ p 13'-9%" Ir - ij N Cl OF 3-1/2" WALL ■ -- ■, FTG $ Ii II AHU W/ DRIP PAN E 7 I I I & DRAIN LINE 7,-2„ k _ 1-1/2" RECESS FOR Lu II - II } C/LT-2" rn % ", DOOR INSTALLATION o� L = - U °° OF TUB J LU 2868 / 18'-11'/;' ' "`C w K 3'-2'/:" i4n BOTTOM CHORD BEARING " wLL % -U' RECESS O AHU LOCATED IN ATTIC w m w - j j U ::� m 2 2" CURB BEYOND WALL j z z i( - I o> O ■ p q � ~ (TYPICAL) c1 " HOW NOT ELECT. METER 200AMP w '3 U w - N Lu (; 0 CENTER DRAIN - WO q LECT. PANEL o f LL LL F- LL O u o C i TILED SHOWER o N O O (� z u N Lu - Q F-2 v t j MAIN EGRESS w `_4 '' (RECESS s-1n•) H/B v LU FTG ° i N v THICKENED EWES w W W N C0r 4" THICK (2500 PSI) CONCRETE SLAB U p w! FIBERMESH OR 6"/ 6" 10/10 WWM W g ■. www 'o W OVER VAPOR BARRIER ON CLEAN g ' OO COMPACTED CHEMICALLY TREATED FILL LL' Z M .. ... _----------_-__.___» _________ II r °P �. '':�Y 1, g U' 'RW r U -------- - Pz w GIRDER BY TRUSS COMPANY - 3112•sTEP -- -- ■ o O = y F Ell _ SEEACTUAL TUB F w N CURB HEIGHT VARIES F-g d A ■■■■S> w H/B -- F-3 AROUND PERIMETER OF GARAGE m iv O .," i FOR DRAINLOCATION - ■ FTG FTG i.I fn z LL - o ■ FOOTING F-8 0 Q p - Z: N RECESS SLAB 3-1/2' F- i� ro ® ■ '"'� ■ ■ `� p0 j - LL BELOW FINISH FLOOR 00 o c? w o LL O® : 4 ■ ■ rn FOOTING F-1 ■ 4 0 ■ ■ ,CURB ■ ■ �:° �'-. ■ ■i CURB ■ ■ RECESS O.H: G.D. 12" SQUARE GMU COLUMNS w/ (2) # 5 3'-6" .._ ._ .. BARS VERT. FOUNDATION 4'-5 16'-8" 4'-5" 1'-10,,T-10" T-10", 2'- 1. T-2" 3'-9" 1'-9" 3'-10" 1'-9" T-6" _. ._. 25'-6" 1 J. T-6" J. 7'4" 3'_6" 25'-6" 19' 10" 14'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-O" z ° W #5 REBAR O FINISH FLOOR CONCRETE SLAB ■ C7 4" CONCRETE SLAB M - ` Ii F.FLOOR - �- �o \ / - N W .� Z It u It FINISH GRADE _ / - �` Z f (° , a Z T ® cn V! z t i uj LLJ (2) # 5 REBAR 12" m Q F- „ (2) # 5 MINIMUM CONTINUOUS; CONTINUOUS W J Qs N 16 3" COVER MIMIMUM. L- LL W T �/� O L CFZ4-�BEARING FOOTING INTERIOR NON-BRG. FTG. i/r Jq SCALE: 1/2" = V-0" �� SCALE: 112" = 1'-0" W v7 sin EL IL o F- #5 REBAR 1 N Z 7-5/8" CURB 0. 0 no c:IZ II M #5 REBAR CONCRETE SLAB am FINISH GRADE 4if o M CONCRETE SLAB Z -, _ CONCRETE SLAB F. FLOOR t IF 7 C14 PROJECT (2) # 5 MINIMUM CONTINUOUS, PROPOSED 16" 3" COVER MIMIMUM. 4; (2) # 5 MINIMUM CONTINUOUS, NEW CONSTRUCTION 4" 16 3" COVER MIMIMUM. CHAPIN RESIDENCE *�SCACRB SECTION 5808 CLYDESDALE LANE LE EXTERIOR STEP FORT PIERCE, FLORIDA 34987 : 1/2" = 1'-0" F6 SCALE: 1 2" = 1'-0" ® PLAN INFORMATION n #5 REBAR II A SINGLE FAMILY RESIDENCE CURB MODEL CAMBRIDGE II GARAGE SIDE LEFT RECESS @SHOWER ELECTRICAL SERVICE GRADE VARIES FINISH FLOOR 16o-c EXPOSURE 4 M — PLAN DIMENSIONS 59'-8"X 64'-9" �r b $ AREA TABULATIONS. LIVING AREA 2037.0 SQ, FT. 16" (2) # 5 MINIMUM CONTINUOUS, GARAGE 546.0 SQ, FT. 3" COVER MIMIMUM, ENTRY 56.0 SQ. FT. BACK PORCH 245.0 SQ, FT. � SHOWER/CURB/RECESS SECTION TOTAL FOOTPRINT 2884.0 SQ. FT. 8 \ `r SCALE: 11211 = 1'-O" COPYRIGHT REMAINS THE PROPERTY OF PORTST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR.SHALL VERIFYALL DIMENSIONS ON SITE SHEET INDEX CONCRETE SLAB FINISH FLOOR---,A100 - COVER SHEET Al01 - FLOOR PLAN A102 - ELEVATIONS N ' a ° "' a °° `' a ° A103 - ELECTRICAL PLAN A r A104 - FOUNDATION'PLAN A105 - BLOCK PLAN A106 - HVAC PLAN. (2) # 5REBAR CONTINUOUS 16" A107 - TRUSS PLAN 3" MINIMUM CONC. COVER A108 - DETAILSA109 - .DETAILS INTERIOR BRIG. FTG. (NO STEP) SCALE: 1/2" = V-O" SHEET INFORMATION co DATE DECEMBER 03, 2018 - DRAWN BILL SCHROEDER GARAGES FLOOR SURFACE REVIEWED SCALE 1/4"= l'-0" 0 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. REVISIONS m 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. ENGINEER OF RECORD PAUL WELCH INC. a DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4 FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 10" 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PW LCHINC@AOL.COM DE, 032018 SHEET — \ I I -------- \ \ c I I L- -- - - - --- - - - - - - - - - - - - - - - \ \ GIRDER BY TRUSS COMPANY , - -. - -- , - - - -. ♦ Y i cN I I I - / - - ----�----I-�I I , I 71 - - J I i 6'-4" NOTE: 10 ^ I OI - BEAM ELEVATION HEIGHT CHANGES i N 1'4" 9,_8., 1'_4„ 16"XB"CMU COLUMNS. w/ (2) # 5 BARS VERTICAL - - - - 9'-4'Y*" 5'-4" - 1' 6" T-2• 8. 3,_2" NOTE: BEAM ELEVATION HEIGHT CHANGES - - - - - - - - - - - - - - - - r - - - - - I �✓- - - - , I, I // / I I / GIRDER BY TRUSS COMPANY o I I I 10'.1"INT. BEARING WALL / I , RECESS SLAB 3-1/2' (i BELOW FINISH FLOOR I I I \ \ ♦\ 2' 8" 8'-2" 2._7„ i I / I }}_ 3-0@'STEP 10'-1"INT. BEARING WALL \ / L — — — — — — — — J Ca5 I I \ T -- - '� -- - - - --------------------------------------------- I / \ ♦ \ I \ ---- ----- , TOPOFSAB \ \ \ NOTE • \ \ I NOTE: \ BEAM ELEVATION / I > - - - < ♦ HEIGHT CHANGES �.\ \ 1 / \ / \ -4 BEAM ELEVATION \\ I HEIGHT CHANGES GIRDER BY TRUSS COMPANY \ \ I I a+rz^srEP I I A - - _ _ - _ _ y / \ SLAB RECE1/2" I / BSSELOW 3- I I _ I FINISH FLOOR I I II "-- --- - - - - --- -" -v - - - - - - - _ - - - - _ y 12" SQUARE CMU COLUMNS w/ (2) # 5 BARS VERT. 4,_9" I 2._2„ 3,_2" I8"I 3,_2" 3,_7.. I 6-6" T,I T-6' I 2,-1" I T-2„ BLOCK AND LINTEL PLAN SCALE: 1/4" = 1'-0" 8'-1" BEARING HT m 10'-1" BEARING HT 11'-5" BEARING HT. v M OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 10 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F20-1B/1T 950 150 404 100 OZ SH-25 COL. 38" X 63" 811, 10'-1" 4'.0" 8F8-0B/1T 2561 100 1363 100 O FIXED GLASS ARCHED TRANSOM 38" X 20" 1091, 10' -1" 4'-0" 8F12-1 B/1T 4605 550 2192 250 O3 SH-25 COL. 38" X 63" 811, 10'-11, 4'-0" 8F8-0B/1T 2561 100 1363 100 3A FIXED GLASS88" X 20" 1091, - 10' -1" 4'-0" 8F12-1B/1T 4605 450 2192 200 ARCHEDTRANSOM ®' (2) 3068 OUT -SWING 78" X 83" 83" - 10'-1" 7'-6" 8RF6-0B/1T 755 100 506 100 . DOORS 4A FIXED GAss ARCHED TRANSOM 78" X 18" 1091, 10' -1" T-6" 8F12-1 B/1T 1729 400 1021 200 O5 SH-24 38" X 50-5/8" 81" 8'-l" 4'-0" 8F16-1 B/1T 6113 100 3079 100 SH-25 38" X 63" 81" 8'-l" 4'-0" 8F16-1 B/1T 6113 100 3079 100 O7 SH-25 38"X63" 81" 8'-l" 4'-0" 8F16-1B/1T 6113 100 3079 100 ® 30680USWING 4.1-1/2"X83" 83" 10' -1" 4'-6" 8F38-1B/1T 11809 350 5861 200 DOOR O 8080 SLIDING GLASS DOORS 98"X95" 95" 10'-11, 9'-4" 8F22-1B/1T 2564 900 1471 300 10 2468 OUT -SWING 33-1/2" X 83" 83" 8'-l" 4'-4" 8RF14-1B/1T 5206 450 2635 200 DOOR 11 SH-25 38" X 63" 81" . 8'-1" 4'-0" 8F16-1B/1T 6113 200 3079 100 12 SH-25 38" X 63" 81" 8'-1" 4'-0" 8F16-1B/1T 6113. 200 3079 100 13 SH-25 38"X63" 81" 8'-1" 4'-0" 8F16-1B/1T 6113 450 150 3079 3079 200 100 1a SH-25 38"X63" gill 8'-1" 4'-0" 8F16-1B/1T 6113 15 GLASS (OCTAGON) 25" X 24" 73" 8'-1" 3'-6" 8F16-1 B/1 T 6113 200 3547 100 16 2868 OUT -SWING 37-1/2" X 83" 83" 8'-1" 4'-6" 8F16-1 B/1T 6113 100 2724 100 DOOR L•1 ENTRY OPENING 113" 1r•5" TOP OF BEAM 9'-4" 8F24-1 B/1T 3486 200 1811 200 L-z ENTRY OPENING 113". F-10" 8F24-1B/1T 6036 200 3295 100 TOP OF BEAM L-3 ENTRY OPENING 113" TOP OF BEAM 4'-0" 8F24-1B/1T 8974 200 4853 100 L-4 PORCH OPENING 105" TOP OF BEAM 6'-6" 8F16-16/1T 3480 250 1880 100 L-6 PORCH OPENING 105" TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 100 Ks PORCH OPENING 105" 10-1 TOP OF BEAM 6'-6" S-16-1BMT 3480 200 1880 400 : • • • 8F16 8F20 CROSS SECTIONS FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR i9 F x C.M.U. w x Q F U Z GROUT g FIELD ADDED #5 REBAR @ BOTTOM j z Lo (MIN. (1) REQUIRED) io BOTTOM REINFORCING 7 5/8" PROVIDED IN LINTEL ACTUAL (VARIES) NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ - BOTTOM OF LINTEL CAVITY 8F16-1 B/1T QUANTITY OF #5 REBAR @ TOP NOMINAL WIDTH NOMINAL HEIGHT TYPE DESIGNATION V Z M� Lam® M I Q Z W wo= ~ Z LLI LL! J La.O W J a J r U) I2 ® ® I - CV D_ an PROJECT PROPOSED NEW GONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8"X 64'-9" AREA TABULATIONS LIVING AREA 2037.0 SQ. FT. GARAGE 546.0 SQ. FT. ENTRY 56.0 SQ, FT. BACK PORCH 245.0 SQ. FT. TOTAL FOOTPRINT 2884.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIESINC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE, SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION „ DATE DECEMBER03,2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM i )P SHEET WITIP"90 9FMCE s^i"�YdlGYCE'�.1MB' g.t �• ran? [iId2N4j 8x8 8x8 J, 86 cfm f S6 cPd7_-_ (c 12r12 171 cfm 2'. iI CS kn4, 7, ti 6d III BFDRO M F2 N-V rLAT CEILING 8x8 95 cfm 7 12 x 12 95clI 7 12" MID Lo Ti'N 10 x 10 94 cfm MITT M.JORr WAV-14IPSAiNTI IHVR9 t 6x6 52 cfm V Fb{66 r�I a�18 A:LN N fskd�&J LINE ' GAIRAGE WW RA290LING A.F.F', 7, i a 18" 12„ fir,+a.-3 1 COVERED PORCH � Yr 8 x 8 iR+Y FflAi CEH1M6 s s 90 cfin I MAT kR_SUITE I 8'•I.63AI'GE9LIPIG i 10 x 1(, 1 k` Cdxeea e�lu ap 94 cfm i SiJ ,vo i s F I 10x10 � GREAT ROOM T 90 c)rYt tih °F ARC@Id�ldrd 10x1Q a L 146 cfin 6. rY° ti„✓`A 2 cfm 4 . 4 16" r ... ,. 12' 6X6 30 x 18 \ 618 cfmi; 12 $ 51 cfm In .lox10 1 O x to 104 cfhi 147 cfrn EI 6x6 WANG ROOM F4YEFf 68 cfm 104 riATCE121MG 904-1 PLAT CRUMta � � F01 I TEll7 -----------._. - -._._ _...-.-._-.-.. PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-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/e" 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 2017 ENERGY CONSERVATION. EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens100 cfm intermittent or Kitchens 25 cfm continuous Mechanical exhaust capacity of Bathrooms —Toilet Rooms 50 cfm intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 L/s. NOTE. SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. NOTES 1. MUST HAVE 4" CLEARANCE AROUND AHU. 2. ALL SUPPLY AIR DUCTWORK MUST BE ROUTED ATA MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 GCNERAL NOTES To the best of my knowledge these plans anti specs do comply with all opplicolle codes & 2017 Florida Building Code,Mechamcal. Energy calciAallions done using Energy Gauge- RiRes2010 & Right-JO Riglit J® is the automated version of the S'th ediLLon of the ACCA Manual J. Righf JO colriputes the sizes of heating and coaling design loads and is thus used for sizing residential HVAC equipment Duct Desion done using Right DV Right--D® is the microcomputer vemon of the second editian of the ACCA Manual J for Resl&ntial duct design, these plans supersede and void all previous plans and specdkohons. Duct & grille locations may chofgi due to owner's request or structural lanitatians. ALL CFM'S ARE APPROXIMATE, ACTUAL CFM VARIES UPON CURRENT STATIC PRESSURE OF HVAC SYSTEM EQUIPMENT SCHEDULE CONDENSER- OSD 6006 FRANKLIN MAX FUSE 30 M.C.A,-18.9 VOLT-230 AIR HANDLER ASE'iSIC14A NOMINAL. CFII MCA 4,5 VOl MO10H SPEED TAP i HEAT-IOKW M C;A- 54 MAX FUSE- 60 TOTAL STU- 34,2(Kl HER RUNI 16 HSPF- 9,5 AHRI REF 70/667770 FHERMOSTAT- HONEYVJELL T& REF LINES- 1/4 1316 DETAIL .COMPLIES WITH FBC MECH 3 ?_ r ^ pig•pnnrLI ON CIRCUIT y FEPICEV Iald?ION; 9V VN l! PC DOWN- � r : 1Rl9Z ILP1 Gp NTFAC TOP 92: CCA 1 i/2. NIUE NCTAL STRAPS APPP TILJM . YLO rOF " 15E WITH NYLON NlRE-HE9 WfRIGSNi PIPING: SERVICE VALVESMRNAL. .1P' JNIt CONll MOURN NO DEAL AIR HANDLER UNITS IN ATTICS ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (1829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (610MM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAYAND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS: A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BYA SWITCH LOCATED ATTHE PASSAGEWAY OPENING SHALL Be PROVIDED SO AS TO LIGHT THE PASSAGEWAYAND SERVICE AREAAND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AIR HANDLING UNITS: AIR HANDLING UNI S SHALL BE ALLOWED IN ATTICS IF THE FOLLOWING CONDITIONS ARE MET ` 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS. IN 16 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD NOTICE TO OWNER: A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YW WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT /S RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION v'I SHOWER 9■ M Z ce) III M O Paz ❑ pp W W0r- Uj III Z LLuJ w a O 0 — O IY ? o J U J a Iq N O a. an PROJECT PROPOSED NEW CONSTRU CTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA 34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 5911164'-9" AREA TABULATIONS LIVINGAREA 2037.0 SQ. FT GARAGE 546.0 SQ. FT. ENTRY 56.0 SQ. FT. BACK PORCH 245.0 SQ. FT. TOTAL FOOTPRINT 2884.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONSCONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE SHEETINDEX -71 Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103- ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - 'HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 03, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER'OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 EMAIL: PWELCHINC@AOL.COM DEC {) 'S SHEET 59' 8" 33' 0" Lu 4' 0" 22' 8" 23, 0" ,010.1 HATCH LEGEND W U w w w w w w 0 v c'� 8'-1"A.F.F TRUSS END DETAIL, ® Q M — - — -- -- -j o z C J 1 CJ1 - , /, U) o cm /f W 0 _W ,,, W L CJ3 CJ3 x s Y �! v �� PLUMB CUT OVERHANG W v 10-1 A.F.F z LL a \11COC O h HEEL HEIGHT G J5 17 CJ51 2 6 2' 6, uj 3 J H coy ocna s 11'-5" A.F.F N a cos TLo F 2ND o N BEAR/NG; NOTE: caa REARING FOR MISSED TRUSS CONNECTORS AT N BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH coo ADD BEARING POST. TOP @ (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. PROJECT FOR MISSED TRUSS CONNECTORS PROPOSED 7ST C04 5' 3" 13' 5" 4' 4" FOR TRUSSES WITH 1175 # UPLIFT NEW CONSTRUCTION BEAR/ G OR MORE, CONSULT ENGINEER FOR m o m m G12 ADDITIONAL TRUSS CONNECTOR OPTIONS CHAPIN RESIDENCE coa a a ¢ ¢ ¢ ¢ ¢ ¢ 'w w w cy)co FORT PIERCE, FDLORIDA 4987 O m O N w '01 " CO2 N o 4 G11 PLAN INFORMATION ¢ C7 N LU Z A SINGLE FAMILY RESIDENCE col G10 e Z X W MODEL CAMBRIDGE _ = o = _ _ = N a 0 Lliw O w m GARAGE SIDE LEFT CJ1 $, Jo J - G09 w O ¢ ELECTRICAL SERVICE dX m O m EXPOSURE 160-C U CJ3 y✓`s 0 0 M 2 0 G08 m Q Q PLAN DIMENSIONS 59'-8"X 64'-9" co ? r O uo m EJ5 AREA TABULATIONS o a� 1n � EJ5 N FF +1 " N xs o� LIVING AREA 2037.0 SQ. FT. RAI �h G07 v o Q GARAGE 546.0 SQ. FT. m CJ3 a V J ENTRY 56.0 SQ. FT. X >< 1/4"x > Z H 6 Gos z m m BACK PORCH 245.0 SQ. FT. CJ1 a ? TOTAL FOOTPRINT 2884.0 SQ. FT. HT 6 Lz co U) U G06 x o � _ _ Q C COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. ' N N N \- ~ Q WRITTEN DIMENSIONS TAKE O H pp U EJg N _ 131 �, Z O Z N �_ �'- r PRECEDENCE OVER SCALED EJ6 _ r T 1'21/2' W DIMENSIONS,CONTRACTOR SHALL y✓ �' 6' 10 1/2" W r Z O N ro ,� X N ti O VERIFY ALL DIMENSIONS ON SITE j HT 6 1' �, LLJ Q Ix w Q eo X ov m o 0 0 0 co O ti EJs1 = o co J U W ❑w 0 o Z d rn W Lij SHEET INDEX m HT s Q co4 ? z co w? W A100 - COVER SHEET N./I > CJ1 = _ G01 LLI cl)¢ ❑ o j ¢ 0 3 U A101 -FLOOR PLAN TI AH < N 2 Q a p ti� 3 O Lc A102 - ELEVATIONS EJ3 ST E HT 6 G01 UU) I z p o z p U N ? A103 - ELECTRICAL PLAN a p p J > W Z A104 - FOUNDATION PLAN < x") > w Q N Z J Q �v A105 - BLOCK PLAN EJ3 " Co HT Got N O O ti z h o c Z O Q Oo Q O A106 - HVAC PLAN 2'0" 0" 2'0' '0" 2 2'0' 0 2'0 20 2 2'0' 0 2 0" 1 NZ 20 2 1410 T > IL izz m �� Z Z 4>Z t U � CO U W O q O 0— Q Q O W A107 - TRUSS PLAN EJ3 - I co HT 6 < -'11�G03 LL.I z OW W O Z¢ W U W Z Z �' Z A108 - DETAILS Z O Z F- J p _0 CD /n o_ o_ o_ LU O O O N U Z Z X Z O Z F- 00� m 00 CO T o T m o I� .�- W A109 - DETAILS w , W W EJ3 6 G04 W w j W W W p � SHEET INFORMATION r o 03 0 Z Ll O Q Q I L7 J w s U) O W Uco co 0 W W Q Q' it Q DATE DECEMBER 03, 2018 p EJ3 Lu O Ml EJ1 Ef h O vw m O OW 2 0 1~- M (~iJ Z DRAWN BILL SCHROEDER EJ3 o v o N o b CJ5 m W O U 0 0 0 0 0 co ~ p W p Z O Y ? a te= o: m o � � m W REVIEWED Y Y Y N 7 o m Q N a W~ O~ F• O Z H N 7 N N N " N _.. co co m co Y m Y co m m m m m V03 EJ1 .� a ,. H w U U' O U p UJ ci FQ-- ❑ Q F¢- F U7 FQ„ (n �' Q J N N N N N N N N N N ^ O O O '¢ Z ¢ W ❑ �, ¢ m SCALE 1/4"= 1'-0" EJ3 > > > > 0'-T' R - CJ3 —I x x ~ x x x x x x ~ _ F- Z¢ Z W Z (� Z m F z a J W Z- __ _= g = Q O REVISIONS w O J ❑,Io�-m o- W O °- Wad W D01 M01 "' VO J ¢ U 2 U m /^ U (q ENGINEER :OF RECORD O U CJ1 z Q H- ."`- c` i r� v� �n j U' O /ST Doz M02 N " � > a PAUL WELCH INC. BEAR/ G N W PAUL WELCH P.E. REG. # 29945 0 11'-5" CL G J11 CJ1 0 < L O o CJ3 CJ3 D y� N m W W 1984 SW BILTMORE STREET b Mot H c) LL Q 0 LU PORT SAINT LUCIE, FL 34984 1' 101/ U W Lo N N r-� J > U) PHONE: 772 785-9888 y Q J r M m 0r- co* d O O ( ) M CL It v 0 0 Co o O O FAX : (772) 785-9933 cJ1 CJ1 N v w w c> 0 W o o = a Lo N 0 oV oV EMAIL: PWELCHINC@AOL.COM U U) � W � N 0 H' Z� w W W ys 11' 4" 9' 4 13' 6., � ❑ o 0 U U w uJ w w w W U)vi 25' 6" 19,101, 3' 6" T 4" 3' 0" 0 p C9 ❑ ❑ ❑ 1 59' 811 a Q IW- Q O 0 o °6 0 z p a m ZND p U w 0 m 0- U) U) ai > U W w BEARING: U w DEC 0 3 2018 Z Z U) 00 V) o u) 0 O� w O SHEET O Q cn� w xLU co i�z U O Q Q U ❑ N J [ U Q Q Q i D > Q a LU Q Q m @ COLUMN FROM FINISHED FLOOR EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C.w/(2LAYERS OF15# FELT OVER EACH FRAMING MEMBER) STUCCO FINISH i 'J �- (L4 1J11 �I� `II jl 1 • /^",F. l L. JlI. PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SC:H. SOFFIT PER DETAIL -8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE -12" X 12" BLOCK COLUMN W/ (2) # 5 BARS IN (3000 PSI) CONIC. FILLED CELLS. STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONIC, FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) FOOTING PER PLAN 12" X 12" PORCH COLUMN DETAIL NO SCALE NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN (n FILLED CELL CONTINUOUS LU TO FOOTINGS. Q — CORNER BAR �� # 5 HORIZ f�EINF. TYP CORNER BAR BLOCK TRANSITION NO SCALE n el.A IC... /11/1.1 T "SS BOTTOM CHORD DRYWALL CEILING 4" TOP PLATE OR 1-1/2" X 3-5/8" AL RUNNER 4" WOOD FRAMING @ 16" O.C. -1/2" X 3-5/8" METAL STUDS DRYWALL BOTH SIDES ICAL ALL WALLS INCLUDING GARAGE) 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL 14ER W/ TAPCONS OR CUT NAILS @ O.C. (10d NAILS FOR WOOD FLOOR) TING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH CONT GALV MTL DRIP OVER (PT) 1 X 2 2" X 6" IRS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) # 5 VERTICAL DOWELS w/30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN) FOR SIZE & SPACING ) FOOTING F-1 0 z z W 0- 0 O O J16" X 3" TAPCONS @ 12" O.C. (TYPICAL) I 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER \L) 'T) OR 2" X 8" (PT) BUCK (TYPICAL) s FINISH FLOOR GARAGE DOORJAMB ATTACHMENT TO CBS WALL No SCALE (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HO w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2",X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) EXTERIOR CEILING TO BE — STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER f 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH 16" X 8" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 8„ I ,�3" DIA. PIPE 6 N C/L L :�T TU C PLATE ,_12 NO SCALE (TYPICAL) ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (2) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (1) 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 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EDULE 40 STEEL PIPE ­1 (3000psi) CONCRETE :D TO PLATE WITH 3/8" FILLET ROUND CONTINOUS 'THICK STEEL PLATE WITH /4" MIN. EMBEDMENT WEDGE ANCHOR VEHICLE BARRIER FORAPPLIANCE PROTECTION NO SCALE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3) 16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) i ° 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. CEILING PER PLAN GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C, FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12" O.C. CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" 4TRUSS BACK HETA20AT48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" 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 GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. ♦ +e V zLu � , � � .® M J a z W �o� Luj LLL U La. 1� ile O 2 uJ z)- O 0 W _j L cn r (n a 0 c N F- O 4 PROJECT PROPOSED NEW CONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA 34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8"X 64'-9" AREATABULATIONS LIVING AREA 2037.0 SQ. FT. GARAGE 546.0 SQ. FT. ENTRY 56.0 SQ. FT. BACK PORCH 245.0 SQ. FT. TOTAL FOOTPRINT 2884.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX` A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 - TRUSS PLAN A108 DETAILS A109- DETAILS SHEET,INFORMATION DATE DECEMBER 03, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984.SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWEL,CHINC@AOL.COM DEC 0 3 2W SHEET CMU W (SEE W CORROI PER\ I APPLY PE BETWEE (SEE V FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 - — ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE ' NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OFJAMBS. . CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL 1/8" 4-1/2" b r �b N 7-5/8" FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) 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 8" C.M.U. 3/4" FURRING TO MASONRY WALL NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) - 3/4" 3/8" - 1-3/8" PRECAST CONCRETE WINDOWSILL DETAIL NO SCALE STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM APPLY PERIMETER SEALANT CAULK V X P. T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE # 4 AND ANCHORED (SEE WATERPROOFING NOTE # 5) TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SCALE BEAM BLOC PROVIDE (2) 2"X12" YP HEADER W/FLITCH PLATE GLUED & NAILED w/10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS. 2"X4" STUDS @ 16"O.C. SPH-4 TOP & BOTTOM EACH STUD SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE 1/2" DRYWALL (WALLS & CEILINGS) 114" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2" REDHEADS @ 24" O.C. R-11 INSULATION RT. 2"X4" BOTTOM PLATE W/ 1/2" DIA. X 1TA.B. @ NOTE: 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. wl PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. @TOP & BOTTOM PLATES @ 16" O.C. W/ 10-10d NAILS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR 8" X 8" (3000psi) FORMED & POURED -7 BE,';ivl w/ (1) # 5 CONTINUOUS RAKE BEAM DETAIL NO SCALE CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN MATERIAL REMOVED, 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR, THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITYAS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH AMINIMUM THICKNESS OF 6 MILLS, INSTALLED. WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) TAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO " MASONRYW/MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. FILLED CELL AT 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 DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P. T. W/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. W/# 10 SCREWS, PER PRODUCTAPPROVAL. NOTE: ICC VINDOWAND DOOR FENESTRATIONS SHALL BE INACCORDANCE WITH FMMA/AMA 200-9. ONTRACTOR SHALL SUBMIT FMMA /AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. i STUCCO AND 1/2" CDX PLYWOOD (BOTH SIDES) (PER STRUCTURAL NOl 2" X FRAMING TO W @ 4" O.C. W/ 3/16" X 1-1/4" EMBED. TAPCC NOTE: NAIL @ 6" O.C. & 2 @ EACH 2 X BLOCKIP 10d X 1-1/2" ARCH FRAME DETAIL NO SCALE WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 318" 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. PROV IDE PAN FL ASHING AT THE SELL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOTREQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW/DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. Z Z M O JaZ c`') V♦ W wog i ZO LL Ill LLLI 0. 2 5 0: W IL 3:J •'/^ °' J 0 T 04 (V V! F- a. 5 lx 0 D s?� 0. PROJECT PROPOSED NEW CONSTRUCTION CHAPIN RESIDENCE 5808 CLYDESDALE LANE FORT PIERCE, FLORIDA 34987 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAMBRIDGE GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 59'-8"X 64'-9" AREA TABULATIONS LIVING AREA 2037.0 SQ. FT. GARAGE 546.0 SQ. FT. ENTRY 56.0 SQ. FT. BACK PORCH .245.0 SQ. FT. TOTAL FOOTPRINT 2884.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORTST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE - PRECEDENCE OVER. SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEET INDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS Al09 - DETAILS' SHEET INFORMATION'' DATE DECEMBER 03, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM SHEET Al 09 v