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HomeMy WebLinkAboutBUILDING PLANSTRUCTURALNOTES 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: STEAMS: 1 '/"SUSPENDED SLABS: 1 %" 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 DIA. 11) LINTELS SHALL HAVE 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 318" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 10/32" 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. ADDITIONAL NOTES 1) INTERIOR TO BE Y" 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, i %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9132" HEAD) SPACI=D AT T' O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 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 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, 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 -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, 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. LOT-38, BLOCK-25, UNIT-1, ST LUCIE COUNTY, FLORIDA THESE PLANS AND ALL PROPOSED WORK ARE 54111hill TO ANY CORRECTIONS SEAGRAPE DRIVE FORT PIERCE FL 34982 REQWfi6DDYfIELDINONDRORs1THAT i , , MAY BR NR.CE69ARV IN ORDER TO i eeMI WITH ALL APPLICABLE CODES. TERNII I E TREATMENT REQUIRED ft Planning & Development Services Department j � Building & Code Regulations Division rr I - axe{v 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: SETTEDUCATI / HERNANDEZ Project Address: SEAGRAPE DR. Permit #: Occupancy Type: R Construction Type: _ V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. e Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) I o Residential Addition o Any accessory structure requiring a building permit I o Any non-residential structure. 1 • Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) ( 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 j 2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open 3.Risk Category: _I Xll_III IV Exposure Category: _B X C_D l 4. Design Wind Velocity 165' mph 128 ASD N/A LRFD End Zone Width: 5 ft `., S. Mean Roof Height: 11.5 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 20.6 20.6 35.8 35.8 27.2 Zone 1: Zone 2: Zone 3: Zone 4; Zone 5: Garage: -32.7 -57.0 -84.2 -38.8 -47.9 -35.4 1 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 P5F Roof/Live: 20 Balcony:- N/A PSF Dock:. N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: I 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 DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: ON PLAN 2/19/2018 Signature, Date, and Seal SLCCUV Form # 020-12 Revised 3/15/12 (JS) /0100116 FAITENEAS OR ATTACHMENTS AAf TMI RiSPON610q,I11'pF THE C�IItMCTGRCF[�Rp N CONSTRUCTION BY: PORT ST LUCIE PROPERTIES SCANNED. 2401 SW MONTEREY LANE, BY T LUCIE COUNTY' PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 � 2 ��nc ST. LUC .. OLTNTY , t irCl RtF.VMNVED F( 2, OR NO 1!yBPE ,::::s;;RfiEi�TP��ltIk�EO 2/Iu�l PLANS AND ENGINEERING BY : ALL MANUFACTURES LABLES SHOWING U FACTORS AND 8HG0 COMRUNCE WITH FBC ENERGY CODE MUST RB"N CM,+ ALL DOORS IND WINDOWS UNTIL IN ^ MTiu1 % ajar *p Paul Welch P.E. 29945 / 5115 Print Name Paul Welch Inc. Cert # & Co. Cert Auth. 1984 S.W. Biltmore St. Suite #114 Port St. Company Name & Address FL AUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 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 FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2) CEILINGS WITH ATTIC SPACES SHALL BE INSULATED WITH R-30 INSULATION. 3) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO 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, 4) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 5) 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. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION, 2) A MINIMUM OF ,75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-F_FFACY AMPS 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 E-F;\CY LAMPS) 3) RECESSED U -+11ING 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 DETFC CORS IN THE RESIDENCE ,B)"PROVIDE BRF.NCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, 44--ll�ubb INING 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 CIR(:UITS 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. nuvinip ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEWAFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: SETTEDUCATI.At HERNANDEZ 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 3116" X 1-1/4" MIN. EMBED TAPCONS AT2"/11"O.C. WINDOWS N/A N/A N/A N/A NIA N/A N/A 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 NIA N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS N/A N/A N/A N/A N/A N/A SWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.2 IMPACT S/L 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. FRENCH DOORS SEE ELEVATIONS + / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.4 IMPACT 14" x 1-1/4'. MIN. EMBED TAPCONS AT 6" / 13.75" O.C. GARAGE DOORS SEE ELEVATIONS + / - 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 6/16" 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 ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A ROOFING MATERIALS VULT=I6D VULT=194 OWENS CORNING 3TA6 FL#10674.1 N/A FASTENERS FORASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MrUIMUM 12 GAUGE (0.105 INCH (3MM) SHANK WITH A MINIMUM 3/6 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 3/4 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 It `* v O rn U 'SF J LL # W M O LLI a M M Q 0 u~i u) U) W Of= W m oo Z U Z z 2-J r� �•� 2 J U Lu U m z Z W W Z Z a LU W U) J ( 2 It a °¢ °) a w N 00 rn M Z O Q O N Z W W Lu Q � W = Z Q O W K W a K OW N W f— m W OnZ W > O of DO J J ¢ d W W ULF UL 02 p CL Z m U W Q 0 W W W 0 Z J W r2 O rn U PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELEVATIONS SHEET 5 ELECTRICAL SHEET- 6 FOUNDATION SHEET 7 BLOCK & TIE BEAM SHEET 8 HVAC & PLUMB. SHEET 9 TRUSS LAYOUT SHEET 10 DETAILS SHEET 11 DETAILS SHEET 12 N/A PL ET 1 p \y J� �` PROPOSED SETTEDUCATI AND HERNANDEZ RESIDENCE STRUCTURALNOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 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 'h"SUSPENDED SLABS: 1 Yd' 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 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19132" CDX PLYWOOD WITH 100 NAILS TO STUDS @ 6" O.C. PERIMETERAND 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. ADDITIONAL NOTES 1) INTERIOR TO BE %" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. Y." THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 Y." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 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 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, 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 -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. LOT-,--)'8, BLOCK-25, UNIT-1, ST LUCIE COUNTY , FLORIDA SEAGRAPE DRIVE, FORT PIERCE, FL 34982 FDOH in St- LUL unty Enviro iroental a -th Site Plan Apprc 'Id for Gc -uction [1 {� & v�3Pll Ian ;tor OSTDS :v FJ DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME SETTEDUCATI & HERNANDEZ RESIDENCE OCCUPANCY TYPE : R STREETADDRESS_ SEAGRAPE DRIVE, 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. IALSO 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: 2014 EDITION WITH: 2014 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: 5F 5. MEAN ROOF HEIGHT: +A 11'-6" ROOF PITCH: 6112 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- NIA 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: 2500 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. NAME: PAUL WELCH, P.E. CERT. # & CO. CERT. AUTH. 29945 / 5115 PAUL WELCH, INC. DESIGN FIRM: DATE: ADDRESS. 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE, FL 34953 8 CONSTRUCTION BY: PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 PLANS AND ENGINEERING BY; PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT, 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 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 FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2) CEILINGS WITH ATTIC SPACES SHALL BE INSULATED WITH R-30 INSULATION. 3)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. 4) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4, 5) 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. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 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-zrPACY LAMPS) 3) RECESSED LiGHI ING SF:.: 1 BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPAQ .S. 4) SMOKE DETECTORS TO L -il-T! W/ BATTERY BACKUP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE IN I EROONNECTED 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 SNEVING: 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 RECFSTICLES PER NEC REQUIREMENTS. ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: SETTEDUCATI AND HERNANDEZ 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 1-1/4" MIN. EMBED TAPCONS AT 2" / 11" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS I 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 N/A N/A N/A N/A SLIDING GLASS DOORS N/A N/A N/A N/A N/A N/A SWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.2 IMPACT S/L 1/4" X 1-1/4" MIN, EMBED TAPCONS AT 6" / 13.75" O.C. FRENCH DOORS SEE ELEVATIONS + / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.4 IMPACT 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. GARAGE DOORS SEE ELEVATIONS + / - 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 5/16" 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 ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A ROOFING MATERIALS VULT = 160 VULT = 194 OWENS CORNING 3 TAB FL # 10674.1 N/A FASTNERS FOR ASPHALTS SHALL BE GALVANIZED STEEL, STA NE ESS STEEL, ALUMINUMI OR NGCO PER ROOFING NAILS, MINIMUM 12 GAUGE (0.105 INCH (3MM) SHANK WITH A MINIMUM 3/8 INCH (10 MM) DIAMETER HEAD, ASTM F 16670FA LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOFSHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 SHEATHING FASTENERSSHALLCOMPLYWIT ASTIM"F�ssi"RouGHTHE 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 v v v O C) M O �/ N * M w m IxW it O WO 0 LL 00 W W c WWF- ZU O O N Z z 2 F- J m Z W` W Z z W can CL J C6 a D- a) EL w N a) rn a Z O Q O r LL Z � o W LU Z W LU o a Q O UL K W a OW N W F m W w O u J Z g ¢ d 0 LU LU L O a z m v 0 W u� FW- 0 Z Q Q � O N U (n PLAN SHEET INDEX COVER SHEET SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELEVATIONS SHEET 5 ELECTRICAL SHEET 6 FOUNDATION SHEET 7 BLOCK & TIE BEAM SHEET 8 HVAC & PLUMB. SHEET 9 TRUSS LAYOUT SHEET 10 DETAILS SHEET 11 DETAILS SHEET 12 N/A PLA T D . IN m� I w U W w r uj r J C' w Lu w 0 co M -(p BO riff-i CONCRETESTOOP I +3-V2"ST P. /1-LITE ESS) — — — — 03 2'_p^ V-11'/," I 0 N WC I g I _ 5'-1'/4" O WE BATH j° 10 m ®� o Q I a I UJI LLd 0 " N I Do 0 3LL ® N LU LL a ■ I < & I WARDROBELij to as c� I 0 FD I I b — J ■ c " NON -BRG.WALL r N N W DWA WH w/ DRIP PA WH & DRAIN LING ` 3-1/2"STEP 0 PROTECTI N POST a ■ U Ia- FPLMETER j� 2" URB <z Lu 1 DR � PAN &D IN nrnc � � o I BEYOND W LBEYO D WALL CI DRIP PAN a DRAIN LINE $ J xa I 150 AMP UTILITY PAD ELECT PANEL —-J`----- A/C COND. INSULATE WALLw/ R-11 F/G BATT ■ GIRDER 6Y TRUSS CO. GARAGE 8'-0"FLAT CEILING (A.FF..) I, T-6" --N -----' --- - -------------------- 191_43/4" ■ i yj I I I I W I ' 1 O � I LuW (V m Hy I m c �0 1 w 4 6U O N (V ■ ■ '.. ■ ■ 16070 / OHGD ■. OCCUPIED CUBIC FOOTAGE = 11008 FLOOR PLAN-, SCALE: 1/4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 1376.0 SQ. FT. GARAGE: 420.0 SQ. FT. FRONT ENTRY: 96.0 SQ. FT. REAR PORCH: N/A TOTAL FOOTPRINT: 1892.0 SQ. FT. 20'-8" 51-01. CONCRETE STOOP PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD HOSE BIBB (SEE NAILING DETAIL) © 31/2 HB O S1EP SH-23 T SH-25/EGRESS HETA20 HURRICANE ■ ■ rz Is 6068 /TEMP./ 1- ITE ; (PER CONN, SCHEDULE) �-`--' I `--- 21 „ 111.101, Dw I DIMENSIONAL ROOF SHINGLES 0 Pn o o OVER 30 # ROOFING FELT 11'-1'/." 11.711 c°i i w o LL N KITCHEN ° m CONT.GALV. MTL DRIP - _ _ _ - _ _ _ _ _ - _ _ 3 BEDROOM # 3 ■ OVER (PT) 1 X 2 '-09'- SLOPE CEILING FROM 8" TO 4' OO 8'-O" FLAT CEILING , o DINING s' \ 21" PANTRY CABINET-► 2" X 6" PRE -PRIMED 36"HIGH 512LL wVTR\ 112' .H COUNTER ' SPRUCE FASCIA WASHER DRYER O OCATION LOCATION 4'-8 3/4" m TAY,," ■ VENTED STUCCO SOFFIT UTIUTrcLOSET (SEE DETAIL) 5068 BF 34-1/2"KNEE WALL —►III III 51-6 ROD&SHELF ■ STUCCO FINISH HALL GREAT ROOM v NON"BRGN BN"FUTCEILING CLOSET N 94"FLAT CEILING HEADER/CAMBER ------ 5068/BIFOL VERTICAL REBAR TIED TO DOWELH N - a & RUNNING INTO BEAM BLOCK 11'-7Y," T-9" 1'-8 2" 2; IN 3000 PSI CONC. ' I M z 31_511 VERTICAL DOWELS W/ 30" LAP SPLICE __ ■ FROM FOOTER " SEE FOUNDATION PLAN o O N ( FOR SIZE & SPACING - - - - - - 51-4" BEDROOM # 2 8'-0" FLAT CEILING 0'-0" TOP OF SLAB SLOPE CEILING FROM 8'-0"TO 9'-4" we BATH �{{ �— NON-BRG. WALL O CD GRADE 't" L= q FOYER o D o Q © iv TUB/SHOWER 11'-10" © 3068/14" TEMP. / SL '::::. ■ j SH:35 I COL a- /a STEP i MAIN EGRESS DOOR mini N ■ SH-25 / EGRESS/ C L. COVERED ENTRY / FRONT PORCH �— O 4 9'-4' FLAT CEILING ■ ■ - - • .PRECAST LINTEL _'-12"X12"CMU COLUMN (3 LOCATIONS) CALCULATE ATTIC VENTILATION CEILING = 1892 SQUARE FEET 1892 1300 = 6.30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS DO 48" O.C. = 49.7 SQ. FT. 12 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET> 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS Q 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC_ 40 - 50 % OF REQUIRED VENTING AS PER FRO 806.2 EX #2 6.30 X 40%= 2.52 SQ. FT. OF RIDGE VENT 6.30 X 50%= 3.15 SQ. FT OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT = 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT Affol l SOFFIT DETAIL NO SCALE 13'-2" -2" X 6" PRIMED & PAINTED R/S SPRUCE - 6" X 22" VENT AT 4'-0" O.C. STUCCO OVER IRE LATH w/ 11ga. 2" NAIL 31 WITH 3/8" HEAD DIA. AT 6 O.C. OVER 3/8" RIB LATH 6" O.C. WITH (2 LAYERSOF 1 i # FELT OVER EACH FRAMIN( MEMBER) ROOF CONCEPT DRAWING SCALE : 3/16" = 1'-0" 6 i —R-30 TYPICAL CEILING INSULATION - --- ------ 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BILK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS 0O W/ (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS J & FILLED W/ 3000 PSI CONCRETE p � W 1"X 2" P.T. FURRING STRIPS U) @ 1611 O.C. WITH FI-FOIL Z INSULATION m 1/2" DRYWALL (TYPICAL) W 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) W/ 6 X 6 10/10 WWM OR FIBERMESH A—L _ _TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE io REVISION REVISION O z D U W Lu X W = D. U m m w !L ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE. ST. PORT ST: LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N W p o O 00 W co j 0 � p U W J QQ L W Uw w D_ j N Q O Y 0 W ILL m M OJ W 0 CO 0 W c'7 0 p LL nW I..L LLI :D Mo LL J C W 0 ® 0- 0 LLj J W W z g O �- d" N SHEET FLOOR PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. Fo pty OF 10 SHEETS 0 1 w U z u w LL LU J 3 O w 0 w U z K w W J 3 LL w Q 0 w 0 v UTILITY PAD Co m m m =_ F_6„ CONCRETE STOOP 3-117 STEP TILED SHOWER 6068 / TEMP. / 1-LITE / b N (EGRESS) 0 r Lj ■ 3.112" STEP m 2'-0" 9'-11'/a" I 5'-1'/a" C LO I ° m I I BATH Y i 2 i o `> LU c3 I \ 00 �� " N N W �LL Q00 �' I m m I WARDROBE. I � N I tO 9'-113/a" '-11 I F I c NON-BRG. WALL N n m WH w/ DRIP PAN Y - WH & DRAIN LINE � 3-1/2" Sl 0 PROTECTI N POST � <� II OF 1 K" 2" URB AHU LOCATED IN ATTIC ¢ Zp ; BEYONDF 150AMP BEYO D WALL [wl DRIP PAN &DRAIN LINE] J I J I x� I Na ELECT PANEL '---- INSULATE WALL w/ R-11 FIG BATT � GIRDER BY TRUSS CO. GARAGE N 8LO" FLAT CEILING (A.F..F.) ---=_------„---------------------, I I I � I 1 I I W I I I I o i I wN I 1 U I 1 N K 00 dO OCCUPIED CUBIC FOOTAGE = 11008 FLOOR PLAN SCALE: 1/4" = V-0" AREA TABULATION OCCUPIED A/C AREA: 1376.0 SQ. FT. GARAGE: 420.0 SQ. FT. FRONT ENTRY: 96.0 SQ. FT. REAR PORCH: N/A TOTAL FOOTPRINT: 1892.0 SQ. FT. I-W)i CONCRETESTOOP 15'-0" HOSE BIBB 3-1/2"STEP. c' I O HB SH-23 t 6068 / TEMP. / 1 -1 ITE I I REF. I---- 1 •--- I DIN 2, „ n LL O J 0 J s 11,_7, L) o m KITCHEN J - — — — — — — — — — — —'� ❑ U C9 SLOPE CEILING FROM 8'-0" TO 9'-4" LU 00 s DINING z s" 21" PANTRY CABINET 36" HIGH 5-1/2" COUNTER WI% DRYER WASHER LOCATION OCATION 4 UTILITY CLOSET 55'-6' 068 F WALL I I "' 'T HALL N H34-1/2"KNEE GREAT ROOM NON-BRG►� e•-rFurceluNc 9'-4"FLAT CEILING HEADER/CAMBER `-----' w m CO z " o LU z_ o i a 4'-0" ,4" SLOPE CEILING FROM 8'-O" TO 9'-4" 1 WCBATH FOYER i0 19'-4Y." o J © N © 3068114" TEMP. I SL LL SH-35/COL 3-i/2•STEP r MAIN EGRESS DOOR Izl I IJI p o COVERED ENTRY/ FRONT PORCH i0 � 9'-4"FLAT CEILING I I � ----- PRECASTIINTFI----- TP.2R------- --- CALCULATE ATTIC VENTILATION CEILING = 1892 SQUARE FEET 1892 / 300 = 6.30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 49.7 SQ. FT. 12 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET> 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (c) 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.30 X 40% = 2.52 SQ. FT. OF RIDGE VENT 6,30 X 50%= 3.15 SQ. FT. OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT = 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT C 1T CMU COLT (3 LOCATIONS) 16'-0" TUB /SHOWER (V SOFFIT DETAIL NO SCALE 3'-2" 5'-0" O SH-25 / EC BEDROOM #3 8'-0" FLAT CEILING R T-1'/+" ROD & SHELF CLOSET 5068 / BIF01 BEDROOM #2 8'-0"FLATCEILING Y SH-25 / EGRESS/ COL` -2" 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) Ir 60 N 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) DIMENSIONAL ROOF SHINGLES OVER 30 # ROOFING FELT CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED 12" O.H. SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN 1 FOR SIZE & SPACING J 0'-0" TOP OF SLAB f GRADES 4" ROOF CONCEPT DRAWING SCALE: 3/16" = 1'-0" CEILING INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE HOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH O O .J w rnLU w OU) z 00LL O LL — TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE Not REVISION REVISION O z Y m °w LU W y U a = u N w 0 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 LLI 0 15 Q FE O CZ' 00 W co 2 Z) W ¢ O 0 O O z J (D W U A Z) Uw w d N Y 0 O L11 O m 0 co LL ^I '' U) eM /LC) V/ Wco co LL p WLL J_ n LLI Ory J W a Uw J J � w ry z 75 ^ I..L o d• N SHEET FLOOR PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. d on 72S Permi OF OF 10 SHEETS 16 L F RIDGEVENT RIDGE HT. +/-15'-i" 111 [ T) [ . �ooFSHINGLEs-(I��I �17 1 I l�l I l I�111 ,If 6 ��� Li I_Jfl�_L1-fIiII!'If'l�[ ,�r� ��Illln I11'i'I;� 0IaiI lI'll rll�l BEARING HT. 94" ( ENTRY) 14 I L I . 11, -1 - _ LI �-I — I - 1 ) I —� L� III BEARING HT. HT 8,-0„ 1 �� �.1 l.J l-1.� I '� I �.L AlE f f �III L � 1 OPENIANG LD. T J�[�, r �� �I' �; I� _: -i ��� 6f,8ANDS� �LI r I STUCCOBASE- I /h FINISHED FLOOR_ 0 0" L' A FO1 LFI�ONT ELEVATION) OPENING I.D. SCALE: 1/4" = 1'-O" NOTE: 4 I SAND FLOAT FINISH 12" X 12" CCOLUMN ON ALL STUCCO BANDS & RETURNS SUCHAS WINDOWS, (TYPICAL (3) PLACI DOORS, GARAGE DOORS, AND ENTRY CALCULATE ATTIC VENTILATION CEILING = 1892 SQUARE FEET 1892 / 300 = 6.30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 49.7 SQ. FT. / 2 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET> 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS UD 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.30 X 40°% = 2.52 SQ. FT. OF RIDGE VENT 6.30 X 50% = 3.15 SQ. FT. OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT = 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT �� WU OPENING I.D. 3 FI11E NISHED FLOOR U-0" 04i LEFT SIDE ELEVATION SCALE: 1/4" = V-0" BEARING HT. 8'-0" FINISHED FLOOR 0'-0" 12 \J6 TI l i 11 F �4r' ti [Izil II[-�UlIT I ii �I IITII TEXTURED Ell STUCCO FINISH (TYPICAL) 1 6"STUCCO BANDS -- si s u,. t OPENING I.D. D 31 12 6 IITil7I iIT BEARING HT. 8'_0� _ FINISHED FLOOR 0'_0 ✓TENSIONAL ROOF SHINGLES' I 1- I�1� ITf 1 1 1 ul` lll(I�TI � IIIIIiII ITTI�IIiI��II.IjIl l [1illi��I 1 II�III 'III��I II�I� i�IIIII II II�I� I�II�,1111 I:I'n`�]FII'i[lil� OPENING I.D. w JF771 ui BEARING HT.a 9'-4" BEARING HT. 8'-0" FINISHED FLOOR 0'-0" 02 RIGHT SIDE ELEVATION) SCALE 1 = V-0" 16 LF RIDGEVENT OPENING I.D. H 31 BEARING HT. 8'-011, (SHED FLOOR 0'-0" ,T-,- co \ o ---4 w w ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 O O 00 co � Q O Q U W Q O lL cl�w Q W j _W (1 N � � Y o O J LL14 m M O J v / M Ln W d- M p W u- LL [� w ®� N J a. u. W ry ° U LL J J � w v/ w Z OU) n O N SHEET ELEVATIONS MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. �ZZ oA OF Q S yTS -- RIDGEVENT 6" STUCCO ®. BANDS STUCCO BASE LA 9 L M-1- 1'-2- OPENING I.D. OPENING I.D. B C 41 31 12" X 12" CMU COLUMN BEARING HT 8'-0" FINISHED FLOOR 0'-0" BEARING HT. 9'-4" (ENTRY) BEARING HT 8'-0" 7E OPENING I.D. A �INISHED FLOOR_ 00" _ DO, FRONT ELEVATION SCALE: 1/4" = V-0" NOTE: SAND FLOAT FINISH ON ALL STUCCO BANDS & RETURNS SUCHAS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY CALCULATE ATTIC VENTILATION CEILING= 1892 SQUAREFEET 1892 / 300 = 6.30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 49.7 SQ. FT. / 2 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET> 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS na 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.30 X 40% = 2.52 SQ, FT. OF RIDGE VENT 6.30 X 50% = 3.15 SQ, FT OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT = 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT 16 LF RIDGEVENT BEARING HT. 8'-0" _ _ _ - _ - _ - _ RIDGE HT +I - 15'-1" -HMI'-t TEXTURED STUCCO FINISH Ij--III--t (TYPICAL) 6" STUCCO 12 6 IBM OPENING I.D. w E w z w w 3 I � � z i - - - - - - - a-/- ll'-6" w U z A LL w 0 0 z 3 BEARING HT 8'-0" _ FINISHED FLOOR 0'_0�+ I _I:III I I I I [[I T I. I I I I I..I _.I. 03 BACK ELEVATION SCALE: 1/4" = V-0" BEARING HT 9'4' BEARING HT. 8'-0° FINISHED FLOOR 0'-0" L.F. RIDGEVENT ■ ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE U DOORS, AND SIMILAR ENVELOPE ELEMENTS. OPENING AREA 0 INTERIOR ZONE ZL END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF 2 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 4 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36.1 PSF +33.2 PSF +44.2 PSF s 35 +33.1 PSF - 36.0 PSF +33.1 PSF +4q,1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF 29.0 PSF m 0 1. DESIGN PRESSURES PER ASCE 7-10 z Ell i 3ENING I.D. OPENING I.D. OPENING F G H 21 31 31 02 G T SIDE ELEVATION SCALE 1/4" = V-0" rr I 1T is - -BEARING HT. 8'-0" `TEXTURED STUCCO FINISH (TYPICAL) FINISHED FLOOR 0'-0" Yl- BEARING HT. 8` o IISHED FLOOR 0'-_0"_ lire u REVISION REVISION O z Y m W w w O O � a w = U 1 0 r-- CD p ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N w Q O z04 p ao Z w W M a j o Lu Q � U W 0 J co (7 W U ti Q U W W L J N 0 0LLI Y 0 ILL. m co o J '')w^ v M Ln D7 d M _W 0 W J CL LL; Z) N �^J� J H 1..L F- W ry ULL J J y. w w U z O O N SHEET ELEVATIONS MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. cluded gn This P OF OF 10 SHEETS WP/GFI ■ ■ ■ s■ l tt �o O r— — — — — — — — — — — — EomI I I FAN / LIGHT FAN PREWIRE X — I � I \ j mil. I I I '-1 LIGHT - —1 - I \J I II D II SD/CO �..r. , DETECTOR I I `Hv 'H' WH o GFI AHU V N I = I J 150 AMP AHU LOCATED IN ATTIC U_ / FPL METER ELECT. PANEL w/ DRIP PAN &DRAIN LINE I � I DISC. zzov � A/C COND. ■ PREWIRE FOR GARAGE DOOR OPENER ----------------------------"-' I r I I I r � I r I r I r I I WP/GFI I I i t , I r m I I = I I 1 I I I I I � I I I � I I ELECTRICAL PLAN SCALE: 1/4" = 1'-0" tHB ILL/��L I I LL® I�I REF. � DW PREWIRE GFI. \J GFI.: i GFI FAN PREWIRE ONLY / — — — — — — — — — — — — — — — — — —r — — — — — — / r1 I ■ . . I ■ / L � I WPlGFI \ / r r r r / ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT O GFI OUTLET Q 3-WAY SWITCH $a SD/CO DETECTOR �D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES po�9 PUSH BUTTON❑o ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPC I SERVICE PANEL o 110V OUTLET 220V OUTLET (p SERVICE METER LIGHT FIXTURE E�71 J CEILING FAN 4-PLEXOUTLET qQ `Fv WALL MOUNTED /1r x SWITCHED OUTLET (1' LIGHT FIXTURE l SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH r 1 `PJ CEILING FAN w/LIGHT JUNCTION BOX J❑ RECESSED LIGHT y" A/C DISCONNECT E:y VAPOR PROOF O PHONE OUTLET T RECESSED LIGHT TV OUTLET of Ii FLOOD LIGHT FLOOR OUTLET G%)E E. FAN LIGHT ® SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 /----------- ---- f I I 1 SD/CO I I J DETECTOR® II , LPJ I I O I I IS FAR i ELECTRICAL LOAD CALCULATIONS PER NEC 1 1376 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3699 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 101 MISC. 5000 TOTAL: 38899 VA FIRST 10 KW @ 100% REMAINDER Cad 40% TOTAL: A/C HEAT cD 100% TOTAL: 31559.6 = 131.5 AMPS USE 150 AMP SERVICE. 240 10000 11559.6 21559.6 10000 31559.6 VA 3 # 110 THW IN 2" C -ELECT. SERVICE 150 O z MBR # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND "EPrr 120/240V 1n 150A MLO (3) # 1, # 6, 2" C ELECTRICAL RISER / DIST. / OPTION "A'1 NOTE: USE ALL COPPER WIRE NO SCALE ELECTRICAL NOTES I)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORAMINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION 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 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. O 150 M 2 MBR (3) #1,#6, 2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND "E P„ 1N 150A MLO NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) -# 1 /0 TH W IN 2" C ELECTRICAL RISER / GIST. _/___OPTION "B" NO SCALE REVISION REVISION O Y 2 m Li W L O Y w K a = v N P z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34964 PHONE: (772) 785-9888 FAX: (772) 785-9933 N W Q O 22 O �Z' N Z Z co LLIW O= LU J LL Q 1n W w Z) Q U W a Y :D ® o w 0 m F_ � I- O rrW^ vJ L0 lqt 07 _W 0 LL p W LL LL O C) ry J — n CL W ry ° ULL Q J w U/ z O Cn 0. U) O d- N SHEET ELECTRICAL MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. 1^ Co OF 10 SHEETS 58'-0" ' 4" THICK (2500 PSI) CONCRETE .. SLAB W/FIBERMESH 4'-0" -.-- - _ - 1 F-9 FOOTING _ - .HOSEE BIBB 5-3,1 4' 2" T 2" T-2" T-7" T-6" Y-10 4'-7'/V 4'-8%" 3'_10 4'_ (7 LL I-i CONC. STOOP CONC, STOOP 4" 5,_0,1/" 3112"STEP (� 31/2 STEP ■ I / \ _m U DW i � � , , � ■ LL� U' , I ' I • I(—�' - ' 'T ,Ai - O a , 0 Yi THICKENED U w .. ■ -EDGES - - LL 3 i F9 ` LU e TILED SHOWER : - i i _ R VT-_ o - O RECESS 3-1/2') 4" THICK (2500 PSI) CONCRETE SLAB U . w/FIBERMESH OR 6"/6"10/10 WWM OVER VAPOR BARRIER ON CLEAN LL COMPACTED CHEMICALLY TREATED FILL _ - , I wAsxea - RreR O w - _ _ , I LocnnoN LocAnoN w.,FTC-----------j . 15'-10'/a" I 14'-3" 01-01, `r 16'-9'/°" 3'-11 %" TOP OF SLAB 22'-2%a" CIL SINK 2 2 c7 CIL DW NON-BRG. WALL w 24'-11%" `Y C/L REF. oLL - ■ -- - - - -- - .11$"/ C/L381/2 W N ------ - --`-_- — --------- ---;� AHU LOCATED IN AT9 ALL 'v k S WH W/ DRIP PAN ` WH TIC Q U y \ & DRAIN LINE m - O w/ DRIP PAN & DRAIN LINE IG �`U�■ _ 3-112" STEP P 44- LAV v O II IAHUI II I LL — — JJ U,' � I I n C FTG FPL METER ■ 15'-10'/°" r T-11 %" z MAIN EGRESS DOOR WO 60 RECESS SLAB 3-1/2" U I _ 18'-0'/°" m �. z BELOW FINISH FLOOR .m p C/L 5-1/2" WALL c Ir a v' UTILITY PAD U h TUB (SHOWER In GIRDER BY TRUSS CO. N F-10 F_g w w LL Z4v. 7of ■ o it FTG CURB HEIGHT VAWES FTG ,. rr o o z z a0 z ■ ■ :'. ■ „1-'. , ® ■ w � AROUND PERIMETEROF GARAGE 2 O N r on - w■ I c LL w 00 / ■ `v FOOTING F1 FOOTING F 1 - _ g N N LU 4" THICK (2500 PSI) CONCRETE SLAB • • ■ 0 O w/ FIBERMESH OR 6"/ 6" 16I 0 WWPA U) m w w O OVER VAPOR BARRIER ON CLEAN m -' ` LL' i O ' O (Y '72"X 12"EMU COLUMN - F � 12 w COMPACTEDCHEMICALLYTREATEDFILL_ � - wl(2)»eBARS M - U O U (3 LOCATIONS) f0 ED m LL m ZC �I (V In ■ ,. - z ■ ■ SLOPE 1 ■ ■ .■ RECESS O H.G.D. -10 -. FTG ., =2' 0" 16,_8„ 2'_0" 5,_4" 1.�" 4,_5„ 4'_8" 3'-10" 41.8„ 20'-8" T-11" 16'-2" 4,_1" 13'-2" 58,_0„ FOUNDATION PLAN SCALE 1/4" = 1'-0" 1 Z II #5 REBAR o U) LU m 4n CONCRETE SLAB FINISH FLOOR F. FLOOR ABFINISH GRADE - - - 4a CV tol 00 Z_16" (2) # 5 MINIMUM CONTINUOUS, (2) # 5 REBAR3" r COVER MIMIMUM.CONTINUOUSN BEARING FOOTING INTERIOR STEP FTC. (NON-BRG F1 F2 SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" #5 REBAR Z I 7-5/8" CURB O Z III #5REBAR M ��� CONCRETE SLAB - 0 c coFINISH GRADE M I CONCRETE SLAB ZIW(,2) CONCRETE SLAB F. FLOOR /- - M CONTINUOUS, R MIMIMUM 16,1 4, (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F3 CURB SECTION F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" BEND # 5 BAR INTO SLAB - N # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS �TYPICAL STEM WALL FOOTING DETAIL r SCALE: 1/2" = 1'-0" p�aT�. ���� r�s�� ��� '-°,,.e'-�� �'1.AN tltz �•v�'�+"Tlc�aq. (��"`CY►cp,L. ��1/at�PF1E �.��,�� # 5 REBAR WITH 30" MIN. LAP SPLICE WHERE SHOWN ❑■ ON PLAN THERE IS A VERTICAL # 5 #5 VERT. REBAR IN (3000 PSI) CONCRETE 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 (f'C = 3000 psi MINIMUM) I /J # 5 CONTINUOUSFILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 4" THICK CONC, SLAB STUCCO FINISH 44" 2.) #5 DOWELS w/ 6" X 6" 10110 W.W.F. " 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS 10.1 w 8" X 8" X 16" CONCRETE BLOCK (MASONRY) 3.) ATTACH DOWELS TO FOOTING ALL CELLS FILLED WITH (3000 PSI) CONCRETE STEEL DOWEL ROD REPAIR NOTES FINISH GRADE 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED iv r EQUAL TO DOWEL HOOKS. FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (2500 PSI) CONCRETE SPREAD FOOTING (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS (2) # 5 BARS CONTINUOUS 5.) FILL CELLS AT VERTICAL DOWELS. OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS 16" 6.) GROUT TO BE 3000 PSI AND AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. REBAR TO BE GRADE 60. USE EITHER HILTI C-100 OR SIMPSON EXPDXYTIE. CFl O TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = 1'-0" File C REVISION REVISION z m t~i W U°D,II o y ° K _ 6'tit ce ENGINEER PAUL WELCH INC. PAUL WELCH RE. REG. # 29945 1904 S.W. BILTMORE ST PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 IN w Q O Q co O LL00 M O O z W j LL -I _< Q 'W LLI W U U) N Q ° p LL m L f O ''� VJ co LO C) cry _W LL p W J 0. 'LL W O J CL U) V 0 LLI Q w w ' A (!, W Z O U) O N SHEET FOUNDATION MODEL CAYMAN DRAWN BILL SCHROEDER DATE MARCH 22, 2018 SCALE AS NOTED Y SHEET NO. OF .I OF I0 SHEETS N� Fo Lu N U w LL U.] i� U O 0 w --- - 0 w (4 d, Lu W 1:2ZN U W W ro am g 3 co WH W/ DRIP PAN _ = a & DRAIN LINE V FPL METER 1-r L� 0 UTILITY PAD A/C COND. U o N W U o Z w o W 3,_5„ Lu W w w 5 M J Co :i:$I1 4" THICK (2500 PSI) CONCRETE - SLAB W/FIBERMESH 15'-0" HOSE BIBB 4'_2" T-2" V-6" 7'_2„ T-7" T-6" T-10" 4'-7'/•" 4'1 T-10„ 4=8„ o� w CONC. STOOP 4„ - . 5 Oy„. ] ]CONC. 1113 3'-2%" 3-1/2' STEP 3-1/2" STEP T REF. DW Q I , rI iW° I� J \ N J Bo M I Bo 'h �' THICKENED U Lei w I / ® -_ EDGES I ' TILED SHOWER (RECESS 3-1/2") 4" THICK (2500 PSI) CONCRET7EA ' . VTR _ w/ FIBERMESH OR 6"/ 6' 10/10OVER VAPOR BARRIER ON CCOMPACTED CHEMICALLY TREA " + wASNER LocnnoN i LOCATION -- is 14,_3„ - - 01-0" T-11 %z" 'i NON-BRG. WALL TOP OF SLAB 22'-2%" CILDW C/L SINK IN ■ CIL REF. ■ - --- ------� ---- .: CIL 3-1/2"WALL m - WH ° AHU LOCATED IN ATTIC,. w/ DRIP PAN & DRAIN LINE ( 3.1f2 STE O�Py/ , �P% ' ' ^ LAV ■ " U ii iAHUi I J L_ ' ' _ F-1 FT� ■ JI J / > n g ' ' WC O MAIN EGRESS DOOR m M _ 15'-10%,, T-11%" 1 z zz W / RECESS SLAB 3-1/2" BELOW FINISH FLOOR c7 L7 LL LL j� v ; I •• p ; " C/L 5.1/2" WALL - m U O N o TUB !SHOWER 0 NJ Z) - _ GIRDM YTRUSS CO, ® 3-V2"STEP U m FTG CURB HEIGHT VA E§ FTG m F3 xx z z g N �_. U AROUND PERIMETER OF GARAGE n � � 2 o � � ,�.._1 o O LL LL F ul , r "oN O_ O g LL m FOOTING F-1 ® FOOTING N N a �' 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"16" 10/10 WWM W W F-1 m L7 OVER VAPOR BARRIER ON CLEAN O0 W COMPACTED CHEMICALC/"TREATEDFILL 1r x 12^ cMu COLUMN - O _ wl(z)aSBARS U (3 LOCATIONS) e ■ e ■ 1 SLOPE 1 �- _ ��r BID _iRECESS 0.H.G.D. - 2'-0" 16'-8" 2'-0" 4'-4" 1 1'-4" 5'-2Y"" 2'-2/e" 5,-4„ T-4„ 4,_5" 4_8„ 3'-10" 4,_8" 20'-8" Ti 16'-2" 4'-1" 1 T-2" 58'-0„ FOUNDATION PLAN - SCALE: 1/4" = V-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 101, 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 REfsAR TO BE GRADE 60. /HERE SHOWN fwl ON PLAN THERE IS A VERTICAL # f (f'c = 3000 psi MINIMUM) 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. O i0 a N v N En SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND 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 TESTIN® 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 DENSITY AS 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) SUBBASE 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 A MINIMUM 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 II Z II #5 REBAR O M 4 CONCRETE SLAB F. FLOOR FINISH GRADE u.�p i C� e Z 16" 4" (2) # 5 MINIMUM CONTINUOUS, N 3" COVER MIMIMUM. t F1 BEARING FOOTING SCALE: 1/2" = V-0" FII - Ci11 IIII-=III IllmlllmlllI CONTINUOUS �ILIIlee111='=J11=1 INTERIOR STEP FTG. (NON -BRIG.) 1 #5 REBAR Z II �7.5/8" CURB 0 C0 411 / CONCRETE SLAB FINISH GRADE L CONCRETE Z - - @( -7 (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 411 (q�C RB SECTION LE: 1/2" = 1'-0" II Z II 2 II~ #5 REBAR fD -N11 �} m AntVAONCRETE SLAB 'I 111=111=sam 1115111 111�111�111519 t III"=111=111=11�s '-- (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. 0-,__6))EXTERIOR STEP SCALE: 1/2" = 11_0" tq`b 461" CONCRETE FOUNDATION NOTES I)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" REVISION REVISION O z CI U W -Wi O Y W a 00 0 c0 00 \ 1-4 W ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1964 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N Lu 0 Q Q D 2 LU M Q o Lu Q� O LU 9 LL c") (a Lu U U U) w (1 N Q O Y O cc 06 i- C) J ''L^u vJ cM WIt m IJ� p W LL CL LL O 0 J I— ^ LL F_ W Uw D J J � W W ' ) v, z OU) ^ I..L O 'qT N SHEET FOUNDATION MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. OF 10 SHEETS q N in w lV U z it LL w It 0 a U 0 O w LU w zN �W o� IA 3 .N.. m Y WH w/ DRIP PAN y c & DRAIN LINE FPL METER r UTILITY PAD A/C COND. 4" THICK (2500 PSI) CONCRETE SLAB w/FIBERMESH HOSE BIBB 5'-3" T-2" 5'-6" T-2"3,-7" 3'-6" T-10" 4'-7V," 4'-8Y," V-10" 4'_8^ CONC. STOOP CONC, STOOP 741-2" 4" 3,_2%" HB - -: 3-1/2" STEP 3-1/2 STEP �- rn \ C9 O REF. 7LDW �� 251 LO Il. OU WC \> N g ,n� D O I "3 i -T THICKENED �' w U - ■ EDGES I I - o 00 i a4 / F-1 FTG TILED SHOWER I vift (RECESS 3-1/2") 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN _ _ FTG COMPACTED CHEMICALLY TREATED FILL _ , i � WASHER RVER + I LOCATION LOCATION 15'-10%" _ 2 _g^ I 14'-3" 0_0. 191_8/„ T-11'/" TOP OF SLAB CIL SINK ® I'- NON-BRG. WALL w CIL DIN 24'-11%" --- 4 CIL REF. IN- ------- -- `---- -- - ---. ----- ---`-- - CIL3-1/ 2" WALL WH O AHU LOCATED IN ATTIC w/ DRIP PAN & DRAIN LINE m 3-1/2" STEP Go I I LAV ILL_ J JI 3 i FTG MAIN �O 0? r 15'-10%" T-11%" z EGRESS DOOR eD RECESS SLAB 3-1/2" U �N Z c7 BELOW FINISH FLOOR j(�J LLLL �3 I CIL 5-1/2" WALL ■ N U " TUB /SHOWER - -.- GIRDER BY TRUSS CO / l\ 3-012 STEP ED CURB HEIGHT VAg,4ES LL FTG of LL z O ` LL Z S N _V. ■ ®® ® FTG AROUND PERIMETER'OF GARAGEf o o z H _,., ■ ■ c=.1 m LO p n.. m- o o > J ...., V w ■ c 3 `� O o o W W v LL u? 0 LL 4" THICK (2500 PSI) CONCRETE SLAB ® FOOTING F-1 FOOTING F-1 FA w O W O W C O, W/ FIBERMESH OR 6 / 6" 10110 W WM m O OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL m 12'X 12"CMU COLUMN _ U o U WI(2)#5BARS I3 LOCATIONS) i �LL ■ ■P .%� /, -' _ SLOPE 1' " ■ ®■ -N RECESS 0.H.G.D. —� 2,_011 16,_8„ 2'-0" 4,_4„ 1,-q" 5'-2/- 2'-2T/e"1. 5,-4„ 1,-4„ 4, 5" 4' 8" 3'-10" 4'-8^ 20'-8" 3'-11" 16'-2" 58'-0" FOUNDATION PLAN - SCALE: 1/4" = 1'-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 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. WHERE SHOWN 0 ON PLAN THERE IS A VERTICAL # 5 (f'c = 3000 psi MINIMUM) 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 REBAP IN PLACE. USE EITHER HILT[ C-100 OR SIMPSON EXPDXY-TIE. 9 s I VA #5 REBAR C0 m r 411 CONCRETE SLAB `�1115-111=111_111=11 IIIIII I II'lllp�_m=�Ti= 111 111=111=III-1111= 5 MINIMUM CONTINUOUS, 3"COVER MIMIMUM, (Fl) BEARING FOOTING SCALE: 1/2" = 1'-0" Rla III=►+T1=III=111=I11=111=1 • • II17111III0IITIIIi111111�1111 r � U) _W [Y SLAB > r�j ION-BRG. � #5 REBAR Z II �7-5/8" CURB CD M All�JL CONCRETE SLAB FINISH GRADE ,°.:.. I Z CV W (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4° U CURB SECTION SCALE: 1 /2" = 1'-0" I Z II � II #5 REBAR M `� CONCRETE SLABco CONCRETE SLAB F.FLOOR T T .`° 7Z—D 16" � (2) # 5 MINIMUM CONTINUOUS, 141 , 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = V-0" Not Included REVISION REVISION z m W w K V w = IL U o cV ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE: (772) 785.9888 FAX: (772) 785-9933 i O DD � Z co j W O ❑ R U W �J LL J Q U U ULU U) w d N Q OLU Y O LLCIS m I— III o J v) M W� M LL p W LL 0. W O :D J � n �.1. CO F- W d U ►i D J _I w F— 0f W z ® ^ T- o N SHEET FOUNDATION MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED This�firmir' OF OF 10 SHEETS op M N 6'-6" --------- +--- - - - - - - BLOCK & LINTEL PLAN SCALE: 1/4" = 1'-0" 1-1 8'-0" BEARING HT. El9'-4" BEARING HT. 6'-6" T-9" 3'-2" 10'-0" 1 T-2" 5'-0" - - - - - - - - - 4- - - - - - - - - - - - ----1-------------- -t- ---.r.- - - - - - - H 2 LU I= _ U Q J a Z OD g Lo N Z • cm • • 7 5/8" ACTUAL NOMINAL WIDTH FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR C.M.U. 27:Zfl111 FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #50 BOTTOM OF LINTEL CAVITY 8F16-lB/lT NOMINAL WIDTH —� QUANTITY OF #5 NOMINAL HEIGHT REBAR @ TOP TYPE DESIGNATION • 8F24 8F20 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) 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 10 16070 OHG DOOR 192" X 84" 84" 8'-0" 17'-4" 8F17-1 B/lT 950 160 404 100 O SH-35 54-1/8"X63" 80" 8'-0" 5'-4" 8F16-1B;1T 5365 1000 2290 250 0 SWING 56" X 83" 83" 8'-0" 4'-6" (R) 8RF14-1B/1T 5206 500 2525 250 DOOR OR W/ 14" SIDELIGHT w/ ® SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-lB/lT 6113 920 2724 555 O SH-25 38" X 63" 80" 8'-0" 4'-6„ 8F16-1 B/1T 6113 920 2724 555 © SH-23 38"X38-1/4" 80" 8'-01, 4'-6" 8F16-lB/lT 6113 520 2724 250 O7 6068 78" X 83" 83" 8'-0" 7'-6" 8F13-1 B/lT 1729 1000 1021 250 (1) LITE PATIO DOORS O8 6068 (1) LITE PATIO DOORS 78" X 83" 83" 8'-0" 7'-6" 8F13-1 B/lT 1729 1100 1021 960 O9 SH-H32 27-1/2" X 26" 80" 8'-0" T-6" 8F16-lB/1T 6113 160 3547 250 L-1 OPENING AT COVERED ENTRY 96" TOB 6'-6" 8F16-lB/lT 3480 505 1880 450 L-z OPENING AT COVERED ENTRY 96" TSB 7'-6" 8F16-lB/1T 2661 160 1634 150 L-3 OPENING AT COVERED ENTRY 96" 9-4 TOB T-6" 8F16-lB/lT 2661 160 1634 150 L4 OPENING AT COVERED ENTRY 96" 9'4 6'-6" 8F16-1B/lT 3480 505 1880 450 REVISION REVISION O Z Y a0 U W W K y U a = O r o_ L• CD 0 z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N 0 � Z o Q 00 LL W c W N> Q O Q) (E ry Z Q W J Ii — co W Q U W 0 ILL �- N o w o ILL. m F M I— O �W V ! wI) r ") rn LuI'll M L.L. p L li J ILL CL LLi O� J 0.. U) L.LI ULL D J W ly— W ') (f z OU) I..L O N SHEET BLOCK PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. 6 OF 10 SHEET a- - - - - - - - - - -.- MABTER BEDROOM FiOTH 1 ®'--FIAT CE&PNa 1 4'-{^ COPsasa PSTMrats I 10 x 10 6 x 6 192 cim 95 Cfm. �y 4 n I tL 1 I r - J 14x14 24x18 72 c4r 511 29$ cim 10" s -/ TP1.15 °D. ROOF PORCH WI -FLAT CEaINO JFI SLOPE OEILIrld FROM 114F TO IF V KITCHEN ---------- U- --- F :: lox 10 10x10 206 ctrT I 8" II 10 x 10 GRxEAT RO 09 134cfrTL.OWE °� � SLOPE cT ORo-4loiu S-01'rGI a 040CATSDINATP: .el at&W PeAY! aRAiM IPNE : SAG. V 7FPA7011.11410 (hPaF.7 HVAC PLAN BEDPOOdH9 # $ V-0^zwr081UN* 12 a L 186 ct „186 cfrnI'll t 10 x 10 186 cfm z �u ♦. In �,- - 4" lox 10 ` — P' 134 cfm 10 y © 32 Cim FOYE � BAYH COVERED SHTRV I FRONT PORCH SW- FLAT GILIM6 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 Kitchensl00 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 AT MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 9'; \10" 14 x 14 289 cfm IL7�9`��IM7LT;E; a. 12x 12 289 Cftn &KRAL NOTES To Iha hest of my RoowlRdga thesy pion¢ and speca do comply with all oppllaable codes & 2D14 Flondo Elullding C9dE,ME6haal6al" Inargy cplpulntlomr done using Energy Gouge- AoRes201D & Right -DO R.i1ht-d® IS the pntomated vErB10n of the 8:h edliian of the ACCA Manual ,I Right-d® computes the sizes of hooting and cooling design foods and is thus used for sating residential HVAC equipment. Dust Design doing using Right -DO R'19hl-DE is the mirrorgmputer version of the secand edition of the ACCA II D for Residential duct design TNP9g plans sppelsed4 and void all pruvIDus plum and spediflentlons: Duct & gnlle locofom; moy change dye Ed Awmer s request oratructurol emi laiicn e All CFM 5 ARE APPROXIMATN, ACTUAL. CFM VARIES LIPON CURRENT SiAIFC PRESSURE OF HVAC. SYSTEM EQUIPMENT SCHEDULE CDNDENSER- 3SX16036 FRANRLIN IAA?( FUSE-30 M C A -18,G VOLT -230 AIR HANDLER- A5PT47D14A N DIM; ML CFM-1200 MG.A 56 VOLT-230 MOTOR SPEED- TAP 4 HEAT-1OM1 M,C.A- 51:5.MAX FUSE- 50 TOIAL BTU- 35.13M SEER RATING,- 16 All REF 6242079 IHERMg- Ai HUNEYWELL PRO UDO REF LINI 7/8 / 3/8 DETAIL COMPLIES WITH FBC NECK MUM 9-,P Wai P WlmL n�a - - UP WINS AFT, F Ilaw, OU rcmilpwavr wend 41W�f6 viNS', Lx,[PM. CONDENSER MOUNg9NOw UETAL Lila PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-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 " NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. 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 PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS: ALIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BYA SWITCH LOCATED AT THE 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: AW HANDLINQ 11_.SSHA11 RL ALLOWED IN ATTI^S IF THE FOLLOWING .ONDITION ARE ME` 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, 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 YOU 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 IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION REVISION REVISION d r z m W W Is y 0 W = a U p.. 0 \ N ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE : (772) 785-9888 FAX : (772) 785-9933 LU Q O 0 Z 0) W cM Z Z) O 0 Of 0 U Z W LL r QCO U W U e Q W LU U CI) a L Y Q O O LJL Do 06 Ih I- LLI U) LO LO W M p W J LL /� LL LL OC) N J f— F— W ° U w Q J W W ��//�� vJ Z O U) ^ O N SHEET HVAC PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHE,,EETT �NO. f cjOF 10 SHEET REVISION REVISION O Y z m U w Y O a W = a O 0 \ N et ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 PAX:(772)785-9933 58' 0" O M M M N M a In tp M ¢ o m m m m m m m m o 0 0 0 0 0 0 0 0 0 h ✓, U U U ¢ ¢ ¢ ¢ ¢ m m m U U U U U U U U U cJ1 cJ1 CJ3 O 14' S CJ3 V cJs 2, 1/4" 2' , PC 0 EJ5 HATCH LEGEND 5' 1 1/4" 0" O 9' EJ7 LREEJ5 EJ7— >< 9'-4" A. F. F " r �" EJ5CO R CLNG) X f< 26'0�, 60" EJ7 \Z4 " CL EJ5 T 0„ 0„ EJ7 O EJ5 8'-O" A. F. F O CV N 8'-0" CLNGiz EJ5 A ' EJ7K N 1 V o EJ5 w [V EJ7 ATTI F-OK" LNG o 06 ACC 711 S EJ5 00 J/ 'n EJ7 TRUSS END DETAIL Z 60 5 EJ5 M W EJ7 x> IN w i Q U b V0 EJ5 PLUMB CUT OVERHANG 6l7 WO Of j EJ7 AH B X 3 EJ5co GE= _ W EJ7 LO V 2 4-3/16" CJ3 HEEL HEIGHT Q W W �4471U �' d N D01 2 PLY V-4" CLNGCID cJ1 Y 0 8'-0" CLNG G01 CI cJ1 0 o O N O 12 ' 1 1 LL D02 �p Vol LLI co CJ3 CJ3 co L O y✓`r IO D03 I `n b - O W CJ1 ih cJ1 N rr ^^ � vJ o CJ5 C 5 \ N M U, h M O U U W w W W CJ3 i� C�!3 ZND cJ1 c 1 HEARING r^ co v! rn ✓, NOTE: u J c U U U W W W W W U U U FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR 20' 8" 4' 0" 16' 0" 4' 2" 13' 2" LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. O J LL 58' 0" ui FOR MISSED TRUSS CONNECTORS LLI FOR TRUSSES WITH 1175 # UPLIFT O U SST OR MORE, CONSULT ENGINEER FOR $EAR/NG ADDITIONAL TRUSS CONNECTOR OPTIONS n/ J L^L H L.L � TRUSS LAYOUT '' 1 SCALE: 1/4" = V-0" W O d ULL g J } W W vJ Z L.L Z> NOTE: ALL STRAPPING TO BE SIMPSON STRONG-TIEAS SPECIFIED. O o 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO N SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX O (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. SHEET TRUSS PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. 8 OF 1is SHEE9p TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC. ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY 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 CONTRACTOR: PORT ST PROPERTIES OWNER: SETTEDUCATI AND FiERNANDEZ TRUSS MFGR: TIBBETTS LUMBER LAYOUT DATE: 11 / 14 / 2017 CUT -SHEET DATE: 11 / 16 / 2017 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Dot 1sr 1725 (1) HETA20 1810 (8) 16d Dot 2Np 2274 (2) HETA 20 2500 (12) 16d Oz VALLEYS CONT. 100 # PLF () MTS 16 1000 (14) 10d X 1-1/2" 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9)10d X 1-1/2" AT CBS BEARING (D Z Z w a O ry O O 0 F` 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) /2" REDHEADS w/ 2" DIA. X 1/8" WASHER L) T) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (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 HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) BATT INSULATION TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS NO SCALE 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT CJR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'4" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE �L I �L (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE (1) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 0 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (3) 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. EAVE ROOF SHEATHING NAILING ZONE 9'-4" FROM FINISHED FLOOR 12 6 PRE-ENGINEERED WOOD TRUSSES 2XPT BLOCKING @ COLUMN —SIMPSON STRAP PER SCH. SOFFIT PER DETAIL EXTERIOR CEILING TO BE �8" BEAM BLOCK STUCCO OVER WIRELATH W/ (1) # 5 BAR IN 3000 PSI W/ 11GA. 2" NAILS w/ 3/8" DIA. CONCRETE FILLED CELL. HEAD @ 6" O.C. OVER 8" PRECAST LINTELS 3/8" METAL RIB LATH @ 6" W/ (1) # 5 BAR FOR O.C. w/ (2 LAYERS OF 15 # OPENINGS & FILLED FELT OVER EACH W/ 3000 PSI CONCRETE FRAMING MEMBER) 12" X 12" BLOCK COLUMN STUCCO FINISH w/ (2) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH —# 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) 77 FOOTING PER PLAN (3) 16d NAILS (TYPICAL) CEILING PER 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK 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 GABLE END DETAIL NO SCALE 12" X 12" PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @ RIDGE AND 6' 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 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. PERIMETER AND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA20AT48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. REVISION REVISION O Z !0 w � y U a = U 0 N O ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W, BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N LLI 0 0 0 O N 00 Ld_ w CAM j W ¢ o Lu 0 � � U LU 0 w J Q ui o Q W W Y 0 0 W LIL m M I— 0 W J (n /� v / cM LU d M I.L p W J ILL. Q� LL O Z) W ry ULL J J � W W Z O � O d- N SHEET DETAILS MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. 9 t9fe con OF 10 SHEET CMU Wi (SEE WF CORRO: PER V APPLY PE BETWEE (SEE N c cc 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 PREC, 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 OF JAMBS. T CONCF STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 'I ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SLIDING NO SCALE G 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 18" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" -E WINDOW AIL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1 " X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. R BUCK DETAIL STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) 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 OF JAMBS. NOTE: 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 PRODUCT APPROVAL 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"0.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. WINDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL 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 WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH ACMU 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 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 SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER, REVISION REVISION O Z m U W W 0 Y W = a U 0 N cv C7 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N Lu iz o Q 0 L.1_ W co W > Q C) of, O U Z W i 1-4 Q Q L-Jf W Q w w ti U U' L N Y cl W O LL m I- o W U r n V ! CM � W� M L.L. p WJ LL d. LL O:D ry J F-- n L..L F- ry U LLi � Q W Of rn v / W z i> O0 I..L O N SHEET DETAILS MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 SCALE AS NOTED SHEET NO. 10 F 0F �iTS N INA 1 071R RTV fUAT 6x6 95 cfm 6x6 51 cfm 1011 -J4 EH-73 / EUREIGS r— — — — — f — — — — — — W FAY OEL049 $1-1 R CDR q ou H40 I 10x 10 192 cfm 14 x 14 298 cfm - 1811 AHU LOCATED IMA771G—I w/ DFUR FRS & DRAIM JNE GARAGE W-Q" -F CRILINC (Ao.�.] •F.ai��h ��E s[a� 9 11 HVAC PLAN 7RU5 lan ROOF RCm ®'-r �&Ay CEOL10 SLOPE EFILINIJ FROM 91 TC -411 CTCHEN ---------- - �-�10x10 I` lox 10 206 cfm 174 cfm 7g 9 11 T11 ice; �I 4.11 �- 8 134 cfm 10 X 10 GREAT ROOM _134 cfrTL — — — — SLOPE crEuNn mov r- ua g.. — 10 „ 32 cfm FYFZR 1 Ni40®COL I � i 1 i i I i � 5W PLAY U-M � i I EAM 12 x 12 186 cfm 1011 14 x 14 T 289 cfm lox 10 7f 186 cfm OA / RE /= 12 x 12 289 cfm GEN HAL N07EI5 a Eh u hc3E aF my knQwl ud<je the sE pl ❑ns u nd speEs d❑ �-,❑ mp ly w-th al I o pp II so bl u codes & 2 014 FI orld o Eu it di nq Gode,N E�i hu of oa I_ Energy c al sL lutlon� done using E71 rqy Co ugo— FI aRe�201 D & R`iP hE—J® R Iq hi —J® is the auto and M version o1 the 31h Ed d_io n of th u ACOPA Mu nu of J R Iq ht—A uam putes the 51ze5 of he aE InP nd roc In q d Esi 0n IQods and Is thu5. used for slz Ind HAD equip menF D wct Dusi g n don p using R-I gh r—D R Iq hf— DIX Io the ml �rQcQm pu to F varslon of the second tdI h on of the ACCA m Ma nu❑ I N far Res Id enfd duct d usfgn Th es pI a ne sw oFsodo and void o II oruvl au s plans Q nH sp ��lfi Gnti4n , Duct & grll le ILicof16nS may uh on ge du e EU owner's request or sErueturol li mi hubon s ALL UY' S ARE AP P RWI MA7E, ACTUAL CFN VARIES L]PON C U R B ENT S14TI E PRESSURE OF HVAC SYSTEM I EQUIPMENT SCHEDULE E DNDE LASER— GEX 16 0,36 FRM LIN MAX 7J SE— 3 0 M C A —18_6 VOLT'-23D AIR HANDLER— ASpT47 D 14A N Dell N4L C FV-12 DO N C �\ — 5.6 VOLT--= MOTOR SPEED— 7AP 4 HEAT-10KW M D A 51 ad MAX FUSE— H TNT�L 07U— 35,0p0 SEER M7ING — 16 AHRI REF�— 8Z42079 THERMOSTAT— HC N EYWELL PRO G O REF LINES — 7/8 / 3/d ❑ ETAI L D0 W LI E2 WIT-H FEC ME[-_N 301-12 - a'4oNNEtT oa Nl�UIF uNlr IIE E�R/N GREAKM LOPNWN, or 4 I J ELECTRML. CDNIRCMDR N ±r�s1�s" WN �J EDNFflDL WPM-, APmovrD Fv� aurowr uw, MTH NYLON WIRE IIES R6FRICE�tMIr PiPNC _ -�-_- i / 4.� .MICE VN-\,= EXT CR N� _` r-!`i � ID UNT _ d NUIPNENF DL'FFE1ry1 PAO, Hy CENERL- CONrR=R 1 G 1 Hatch Legend 9, 4„ 81.011 A.F.F A.F.F TRUSS END DETAIL 19 PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 RICTMIORF ST, #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH R.E. FLA REG NO.29945 s NOV 2 7 2017 Jaisw9 W� I R p D � LUMBER CO,,LLC 2820 Kirby Cir. NE, Palm Bay, Fl. 32905 Phone: ( 321 ) 409-9800 Fax: ( $21 ) 409-9803 `.a Signature of this document acknowedges that the client has reviewed this muss placement drag, in its entirely and is in agreement with the following items, inched ing but not limited to. A,) The crient is responsible to verify the acwmcy of information submitted for use in design, fabrication; and scheduling. Any labor,material, at time delay incurred from inadequate or incorrect Information supplied it= the client will be at the client's expertise. 9.1 Design Criteria: The client acknowledges that the bass design criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. CA fabrication and Delivery: One approvedtorn placement diagram roust be recur ued to the truss mamrfarnrrer hpf cap fabrication and dWivwy will hp ca !,Mdpd. It m Hap rlipM'% respnrrsihiliry to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for dellaery, which must be accessible, level, and clear at material and debris; in lieu at this, trusses will be delivered in the best available location at our driver's discretion. Care and handling of the trusses J following dilvery, is the responsibilty of the client. Q > D.) Installation & &acing: BIS(2008( Building Component Safety Information )WTCA/TPI Wguidelines shell be followed when handling, installing, and bracing musses. Teraporeryond/or d IL permanent bracing and blocking is not included in the muss package. Trusses shall be braced to Q pm rt,.sniun... µ.mkic lete�el slebibq iu auuWause with drc rryui,ancn6 ayevificrl lu the H conslmcaon documents for the building and on the individual truss design drawings. Theoverall Wstability either truss system is the responsibility of the building designer. J 0 E) Field Framing:L) Tray ceilings and other calling transitions may requite field training by others. 4) Leibng drops and wile" not shown are to be field barred by others. 3J Uverhangs maybe over length -cut to fit infield. Overhangs are 2e4 or 2xm- no blocking is applied. Comer jacks will be square cutand hip jacks will be double beveled. F.) Repairs; Truss related problems are to be reported to the muss manufacturer ASAP, preferably in writing. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing will be the responsibility of the client No back charges or crane charges of any kindwill be accpeted, unless specifically approved in writing by the truss manufacturer's management f:.) This Tnsc Placement diagram wac near rmated by an enginem, rather by Tihheth l mnher Ca.. LLC staff, and is purely lobe used asap installation guide and does not require a seal. Truss deisgn analysis are an the Truss Design Drawings which may be sealed by the Truss Design Engineer, Roof Load, 37# psf; 20 TCLL, 07 TCDL, 00 BCLL, 10 SCDL; Our.: 1 Dreliar checked for 10 oulnonconwrrent LL on BC. Mitek Engineering Exposure C Building Code FBC 2014 Mean Hgt. 15 ASCE 7-10 RISK CAT. II TPI 1-2007 Importance Factor : 1.0 Truss Design : C & C Enclosure : Enclosed K tw- Uplift Calc. : MWFRS Entry : Exposed to wind U Wind Speed : 160 mph US Lanai : Exposed to wind z S2 ROOF CRITERIA FLOOR CRITERIA N w T.C. Pitch 6/12 B.C. Pitch N/A Depth N/A J V T.C. Size 2x4 Spacing N/A Heel Hgt. 2x4 Bearing VARIES Cantilever N/A Vapor banter between floor & concrete by ethers. Floor busses bald back 3/4' at exterior walls, Overhang 12" block & fill by others. Blocking for vertical bad transfer by others Odd apace floor busses around plumbing as noted Spacing 24" o.c. TYP RF HNG THD26 UNLESS NOTED TYP. FLR. HANGER THD46 UNLESS . NOTED A THD26 = 7 Oty THD46 rn B THD26-2 THD48 K C THDH26-2 THDH48 U IX w a D THDH26-3 THDH410 z V E THD28 F SKH26 UR CONNECTION BY OTHERS G Install hangers, per manufacturer's guidelines. All contractors and Lie deans other than truce to girder truss are to be Specified and supplied by omara Approved by: a Desired delivery date: a E Approval Date: e 0 u Reaction Uplift Reaction Uplift Reaction Uplift 1 xx xx 7 xx xx 1' xx xx 2 xx xx 8 xx xx 1 xx xx K 3 xx xx 9 xx xx 1 xx xx a 4 xx xx 10 xx xx 16 xx xx 7 rn 5 xx xx 11 xx xx 17 xx xx 7 6 xx xx 12 xx xx 8 xx xx a Only paints listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. Ix x x x w x t7 a x um x FMx x [Client seeiiiiiiiiiiel ; PORT SAINT LUCIE PROPERTIES t— w Project : SETEDUCATI & HERNANDEZ RES (CAYMAN MODEL) J L) Address: LOT 38 - SEAGRAPE DRIVE - FOR PIECE w 19 l Date : 11/14/17 1 Designer: JL � Project: # 505177