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HomeMy WebLinkAboutREVISION 3-6-19SCANNED BY FILE COPY OFFICE USE ONLY - DATE DATE FILED: p* PERMIT # j $0 3 01 1 % REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CE . #: ST. LUCIE CO CERT. #: BUSINESS NAME: YC. ©YV3 --, CITY: #VCl J:?✓�� PHONE (DAYTIME): OWNER/BUILDER ] NAME: ADDRESS: CITY: PHONE (DAYTIME: ARCHITECT/ENGIP NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: S oars STATE: INFORMATION: STATE: ZIP: FWAV4 ZIP: FAX: FAX: REVISIC�N ZIP: �a ST. LUCIE COUNTY BUIILDING DIVISION REVIEWED FOR COMPLI / REVIEWED BY F DATE PLANS AND PERMIT MU BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THPSL PIANO AND ALL PROPOSED WORK ARP SUBJECTTO ANY CORRECTIONS REQUIRED aY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ��osxs b: JC &SONS HOME BUILDERS. INC. PROPOSED RESIDENCE FOR: TUYEN NGUYEN PORT ST LUCIE, FL 8285 SPICEBUSH TER PORT ST LUCIE, FL 34952 LAKE LUCIE ESTATES PLAT NO. ONE -LOT 87 6 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS OPENING PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT ID, NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. Q OVERHEAD GARAGE DOOR 824/811 DAB N/A 4(5x 1 'LAG SCREW EACH BRACKET +48 -52 SEE ELEVATIONS NOA# 17-1018.11 QB SINGLE DOOR SMOOTH STAR TI•IERMA-TRU N/A Y4" x / Y" MINIMUM EMBED. TAPCONS AT 6"f17.2' O.C. +/- 87.0 SEE ELEVATIONS FL 615891.5 C FRONT ENTRANCE FIBERGLASS THERMA-TRU NON -IMPACT X" x 1 Y47 MINIMUM EMBED. TAPCONS AT 3'/14,33' O.C. +/- 45.0 SEE ELEVATIONS FLU 15225.4 DOUBLE DOOR �D SLIDING GLASS DOOR SERIES 420 MI NON -IMPACT (2 ROWS) %* x 1 Y4 MINIMUM EMBED. TAPCONS AT 6"/17" O.C. +/- 40.0 SEE ELEVATIONS FL #15332.6 0 ALUMINUM SINGLE HUNG SH-185 MI NON -IMPACT )(6" x 1 Y4" MINIMUM EMBED. TAPCONS AT 2"/11" O.C. +/- 60.0 SEE ELEVATIONS FL #17499.2 WINDOW FIXED WINDOW 185 PW MI NON -IMPACT -4e x 1 Y4" MINIMUM EMBED. TAPCONS AT 6"/18" O.C. +/- 60.0 SEE ELEVATIONS FL #15349.1 PRODUCT DESCRIPTION MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. ASPHALT FIBERGLASS CT-20 CERTAINTEED ROOFING NAILS PER FRC 905.2 Vult = 194 MPH Vult =160 MPH FL #5444.1 REINFORCED SHINGLES 5 PER 3 TAB HURRICANE SHUTTERS 24ga. G 2V.DEEPEL EASTERN METAL SUPPLY, INC. A'x 7,6" EMBED. AL POINTS SOLID SET AT 12" O.C. +/- 50.0 SEE ELEVATIONS FL #11964.2 SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8" HI -RIB SELF FURRED EXPANDED METAL LATH NTH OK -PAPER" BACKING (CEMCO; 3.4 LBS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS NTH NOT -37.0 NOT APPLICABLE SOFFIT COVERING STUCCO STUCCO IB(MIN) x 1 1/4" PHIWPS PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV. ASTM A307 STEEL) SPACED 5" APPLICABLE (WWALLALLZONE 5) (FBC-RG16.4 & O.C. MAX (2 SCREWS PER EA. SQ. FT. OF LATH). 5/8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN R703.1.1) CONFORMANCE NTH ASTM C926. MULLIONS N/A 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. 2. MAIN EGRESS DOOR MUST BE IMPACT RESISTANT. 3. ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 ABD SHGC LESS OR EQUAL TO 0.25 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FEMMA/AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS NTH PERMIT SUBMITTAL. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION ANQ APPROVE IT, NAME: PAUL WELCH P.E. CERTIFICATE NUMBER: 29945 [©I STRUCTURAL NOTES 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 'A" SUSPENDED SLABS: 1 %" 6. LAP ALL REINFORCING STEEL A 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. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. 11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 151 FELT OVER EACH FRAMING MEMBER). 13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 100 NAILS TO STUDS 0 Be 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. WALL FINISH/INSULATION NOTES 1, INTERIOR TO BE 'A" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. t%2" THICK WITH (13 GAGE, 1 3/8" LONG, 19/54" HEAD; 0.098" DIAMETER, 1 A" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 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 WART 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 MALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 10OZ C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE NTH 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 NTH ASTM E 84 OR UL 723. Planning & Development Services Department Building & Cade Regulations Division 2300 Virginia Avenue, Fart Pierce, FL 34982 -(772) 462-1553 Certification for Design Load Compliance Project Name: ESMERALDA CUSTOM Project Address: 8285 SPICEBUSH TER PORT ST. LUCIE, FL Permit a: Occupancy Type: R Construction Type; V INSTRUCTIONSrOr-0RUSE - +This certI icat'wn must be completed, signed, and sealed by the deMen professional of record_ " Submit (1)copies for residential, (3)copies forcommerciai with a0 permit appiketions imohNng the following: a New Residences (single or muld4omily) o ReeklentiaUAddition a Any accessory structure requiring a bu0thng permit a Any npn•resWenual structure, " 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#1 above for questions. DFSNih pARAMEfEi'D AND A, 55�N�tQt{S #USED(srompiate ail that appall L DESIGN CODE: Florida -IM10111i Code 2017 Edition with 20 _SupPlemems using ASCE 7-10 2. Structure Designed as (check one); X Enclosed Partially Enclosed _ Open 3. lusk Category: _I X II posu III IV Exre Category: _ a X C 0 4.Design Wind Velecity 160 mph 124 ASD N/ALRFD Eod Zone;;Who 5 It S. Mean Roof Height: 14 ft Root Pitch: s :12 Parapet: N/A it. & Components & Cladding Design Pressures Used: {PSF, based on 10agft @ 15'MRH, clearly Iabef on all plan operNrgs): 19.3 19.3 19.3 316 33.5 31,8 Zone is Yana Y: 20" 3: Rana 4: - Zone 5: Garage: •3D.7 -53.5 -79.1 .36A -44,4 -413 7. Design Loods: Piece; 40 PSF Roof/Dead: 5 PSF Roof/Uwe: 20 Balcony:, N/A PSF Dock: N/A P5FDeclu N/A PSFStairs; N/A PSFPence: N/A PSFRaiikip: NIA PLF/CONCENTRATED & Were Shear Wags Considered For Structural %Yes `Not Applicable Explain Why,NM; 9. is A Corn nuous Load Path Pmvided7 -- ,Yes _Not APPOCO la ExpWn Why Mot: 10. Design Soil Bearing Pressure: 2500 PSF Soo Tast Roporfa Submtttod7,__,,, Res DESIGN PROFESSIONALCERTIFIMONSTATEMENT im ffy that, to the best of my knowledge and beget,the attached Plan & specifications have been designed to comply with the applicable structural portions of the bu8ding codes currently adopted and enforced by St. Lucie (;aunty. I also certify that structural elements depleted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 511S Print Name Carl # & Co. Can Auth, Paul Welch Inc. ON PLAN 7/34M Signature, Daft, and seal 1994 S.W. 91ti more St. Suite R114 Part St. Lurie, FL Company Name & Address SLCLOV wnu 9(2t*u B J9 S13. 11i ltbi 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 ENGNEER 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 2011 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. 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 PLUMBING NOTES 1. ALL WORC SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2. DWV PIPNG SHALL BE SCHEDULE 40 PVC. 3. WATER PPING 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, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE NTH FBC 2017 ENERGY CONSERVATION. ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE 'NTH THE NEC (NFPA 70) 2014 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 FIXTURE$ 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 LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 6. SMOKE DETECTORS TO T 0 THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN E RESIDENCE. 7. 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. 8. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTON FOR ALL 125-VOLT,. SINGLE-PHASE 15 AND 20 AMP CIRCUITS SRRVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9. CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 12, TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. ENERGY CONSERVATION NOTES 1. RESIDENCE SHALL BE IN ACCORDANCE NTH 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 LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5. WINDOWS, SKYUGHTS, 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 NTH R402.4.3. 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. GARAGES FLOOR SURFACE 0001 1. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 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. DOWEL ROD REPAIR NOTES IN THE EVERT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6' INTO CONCRETE (NO CLOSER THAN 33Y4 FROM EDGES AND 5" FROM ENDS OF CAP WALLS) REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR /5 REBR IN PLACE USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. V- EIR-Allr][NG SERVICES PHONE: C772) 237-7942 N o a in A i+ � Pq > Q yp U d z Q a z� 0 O h Q H 0 Q Q w in z© U z V ! 0000 F {I O a O�mo r/1 vL M�M W do PQ w aU�rn a 0�00 U)N(�W W ao O pow U Uz a 0�/ r V) U PALTL WELCH INC. IVIECH-ELEC-CIV , ENO 1984 SW BE.TMORE ST. #114 PORT ST LlU=. PI. 34984 PALRL WELCH, P.E. F REG. No. 29945 Date: SCALE: N.T.S. JOB No: 518-0425 C c i 0 B " HIGH WALL ■ — — — — — — — — — — — — — — — ■ '54 /STUB OUT FOR SINK AtFUTURE Al Aa)At t 18'-3" 2'-5" I H. •I ■■ ■ ■ ■ ■ ■ ■— ■ ■ ■ ■ ■ ■M ■ F --- Al — — o o / \ •--NMI --- Al A ■ I F9 A7 I I � ■ TYPICAL 8" CONCRETE BLOCK WALL HB ■ I REINFORCED W/#5 WITH CONTINUOUS BEAM USING (1) B" BARS AS INDICATED TOP OF WALL BOND "H" BLOCK w/(1) At ■ HB #5 BAR GROUTED SOLID x 4 rn N #5 VERT DOWEL REINF. ■ ALL WALL OPN'N/JAMB (TYP.) ■ I I I I ■ io rn N ■I 3'-6" 2'-6" 6-1 1 ■ 1` t7 4" THICK SLAB REINFORCED w/ 6x6 -- (2500 psi min.) W1.4xW1.4 WOVWN WIRE MESH I o ■co (OR FIBERMESH) ON CLEAN COMP 6 MIL VAPOR BARRIER OVER D TERMITE TREATED ER ■ I j rn PREPARED BADE _ o' -- 1 11" 2'-6" 3'-0" ■ 65 Al I Im III At ■ _ L;8 _III _ - —t ■ F5 A, F " \� ■ �- - 1 El Al v L_ F7 ■ Al 7 L12 ni-0„ 5'-6" 10'-6" 1171 L-- nt---�■■ ■■Ml 10­07 ■■ ■ ■ ■ ----- ■ ■ ■ < POUR ■ I 3'-6" x 14' LONG 4" THICK MIN. . PORCH I I ■ POURED CONCRETE UTILITY SLAB WITH THICKEN EDGES REINFORCED F3 WITH 6x6-W1.4x1.4 WWM Al ■ I Al -- O O I N I HB ■ � F3 nw I � ■ I I ■ F2 ■ ■■■ ■■■ ■ FOUNDATION PLAN SCALE: 1/4" =1'"0" CONCRETE FQ,UNRAIION NOTES 1. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES AND STEEL REQUIREMENTS. 2. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT BARS: FOOTINGS: 3" SUB —GRADE PREPARATION 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 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 UNDERLYING 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 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 SLAB 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. ° MASONRY WALL, SEE PLAN #5 REBAR 1348" O.C. (MAX.) & AS SHOWN ON PLANS 10" VERIFY XB" WIDE BLOCK RECESS00 I z POURED C 4" THICK (MIN.) POURED (25001CK PSI(MINMIN.) FINISHED FLOOR CONC. (2500 PSI MIN.) FINAL GRADE--�""'"~ ;'--• Tz 12" MIN. EMBEDMENT — ON 6x6-W1.4xYY1.4 WWMBELOW EXISTING EXISTING GRADE 3" MIN. (OR FIBERMESH) „ .. (2) #5 CONTINUOU4 REBAR 1'-4" g" CLEAR COVER (TYP.). 2-0` MIN. THICKENED EDGE 6XB-W1.4xWi.4 WWM FOOTING WITH (2) #5 BARS CONTINUOUS DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) 7-W CU 12" MIN. BELOW E) (2) #5 Cl EXTERIOR WALL FOOTING SCALE: 318" _ CURB SECTION jf DIA.AO" A.B. 024" O.0 MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE INTERIOR STEP F5 % BEARING )r DIA.x10" A.B. 024" O.C. MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE VRY WALL, SEE PLAN AR 048" O.C. (MAX.) IS SHOWN ON PLANS THICK (MIN.) POURED )NC. (2500 PSI MIN.) 6XB-WI.4xWi.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) SCALE: 3/8" = 1 2x4 FRAMED BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION THICK (MIN.) POURED CONC. (2500 PSI MIN.) 6x6-W1.4xWt.4 WWM (OR FIBERMESH) #5 BARS CONTINUOUS SCALE: 3/8" = V-0" 4' OR 8' 2x4 FRAMED WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION ' THICK (MIN.) POURED CONC. (2500 PSI MIN.) INTERIOR WALL FOOTING BEARING SCALE: 318" = 1'-O MONOLITHIC CONCRETE FOOTING WITH (2) #5 BARS CONTINUOUS 4" POURED GONG. PORCH SLAB 12" MIN. EMBEDMENT—,'' BELOW EXISTING GRADE (2) #5 CONTINUOUS RERAR SCALE: 3/8" = 1'-0" MASONRY WALL SEE PLAN 5 REBAR 046" O.C. (MAX.) & AS SHOWN ON PLANS 94"XB- WIDE BLOCK RECESS 19 g 3 14" THICK (MIN.) POURED CONIC. (2500 PSI MIN.) F.F. 1, '4"�(TYP.). EXTERIOR STEP . TOOLEC z m °a 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) THICK (MIN.) POURED :ONC. (2500 PSI MIN.) 6x6-WI.4xWi.4 WWM (OR FIBERMESH) #5 BARS CONTINUOUS 4" THICK (MIN.) POURED CONIC. (2500 PSI MIN.) -WI.4xW1.4 WWM (OR FIBERMESH) DRAFTING SERVICES aH,wwQ uc PHON ; (772) 237-9942 W W W.'�aswSOrteCOw3„ow.m"N6.COw, 0 N N P1 A A 55 w U a x x 0 w qq 4 W A m a o 0 z <I d U ..I oo 0 p 0 w'td 0 u (n W AU]�' H cn a a A in n PM U 0 �T W vj U PAVE WELCH INC. MECH-ELEC-CIVIL, ENG 1984 SW BILTMORE ST. #114 PORT ST LUCIE, FL 34984 PAUL WELCH, P.E. FLA No. 29945 l „a Date: SCALE: AS NOTED JOB No: 518-0425 Al HB4 4� J 13'-6" 28'-0" 13'-6" 14'-0" 14'-0 lid L-i2 �-1z PRE -CAST LINTEL----- ■ ■ PRE -CAST LINTEL---- ■: ■ --- ---- 54" HIGH WALL 0 W/STUB OUT FOR (1V'7 FUTURE SINK COVERED PATIO 9'-4"CLG/CONC. Uw 61-8" ° 15'-9" 21'-0" O I O © I 3663SH EGRESSLI I■ 38385 TEMP I - 6080 SGD ■■ Ml IN ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■: En" 12'-4" 2e PA 1 - 13'-1" ----�$+ ---- ■ I to I I ■ © KITCHEN DINING ROOM i BEDROOM #3 VAULT CLG/TILE © VAULT CLG/TILE I I r 9'-4"CLG/CARPET ^ I MASTER BEDROOM (i ■ I I COFFER CLG/CARPET �t ■ of I I = I I 80 6°-10" 2' 3°-6'° _tq■ o OI 00 SH & RD 2680 BF 2� BF 5'-11'° 6'-0" ■ \) BATH #2 :r 9'-4"CLG/TIL ti ¢ W.I.C. W.I.C. L lcmmq n �� - 2 ---- SH do RD SH & RD II I II 2`X36`Am 3. '. `" ]SHego— AccEss 080 BF M GREAT ROOM F---T MASTER BATH ■ C14 VAULT CLG/TILE 9'-4"CLG/TILE q 0) 0 III 4'-4" 5'-2" oT ■ z v U ■ ■ 2880 TiBO O-, � BEDROOM #2 WEATH cV EA --_—_ ,�,,,.,�������� 9'-4"CLG/CARPETBF4 ff&H BEARING WALL -l0" a ■ p 19'-4" "' ■ 12'--4" -1 14'-2" z �22' XX 55fs� 4 HEADER p� ® ABOVE STAR a ■ 60 id ARCM E0 DESIGN FOR STORAGE TRANSOM ABOVE j owl■ ■ ■ ■ ■ ■ O �(2) 5463SH ARCHED ENTRY ■ ■ ■ ■ ■ 5463SH ARCHED EG ESS 10' J -8" CLG. lal J 4)d, 6'-8" 6 -8 J Ia 3'-8" 5'-0°' 4° o'° 2—CAR GARAGE ■ iD 9'-4"CLG/CONC. (o PC LINTEL o 0 I 1 °-4" %n ■ ■ HB 16080 OHGD Ln� 12'-4" 12'-4" 9'-4" 12'-8" 20'-8" 55'-0°' OF EGRESS SHUTTERED B.C. R 310.4 PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST—CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDULE: MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL LENGTH LINTEL TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 5'-10" 70" U-LINTEL 6063 1500 3295 1200 BF24-1B/1T L-2 7'-6" 90" U-LINTEL 2661 650 1634 450 BF16-1B/1T L-3 17'-4" 208" PRESTRESSED 1326 200 520 150 8F20-1B/1T L-4 4'-4" 52" RECESSED 6639 550 3522 300 8RF18-1B/1T L-5 4'-6" 54" U-LINTELS 8672 650 4292 450 8F24-18/1T L-6 3'-6" 42" U-LINTEL 8974 200 5591 150 8F24-1B/1T L-7 7'-6" 90" RECESSED 2459 650 1462 450 8RF22-19/1T L-8 4'-0" 48" U-LINTEL 11809 250 6627 300 8F36-1B/1T L-9 9'-4" 112" U-LINTEL 1245 200 680 150 8F12-1B/1T L-10 5'-4" 64" U-LINTEL 10127 250 4924 300 8F36-18/1T L-11 1016" 126" U-LINTEL 1533 583 914 668 81`76-18/1T L-12 14'-0" 168" U-LINTEL 1002 1 200 1 486 250 8F16-1B/1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: ALL 8F36-1B/1T MAY BE REDUCED TO AS LOW AS 8F24-18/1T WITHOUT COMMENT NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL. 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL 0 EACH SIDE OF OPENING. 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM. J F =FILLED WITH GROUT / U UNFILLED r QUANTITY OF #5 REBAR AT _ BOTTOM OF LINTEL CAVITY � '•�®' ii F1 6 1 B/1T 1 z m I o .. � 2 n LQUANTITY OF #5 r o REBAR AT TOP • NOMINAL HEIGHT NOMINAL WIDTH 7-5/8" ACT 8" NOMINAL WIDTH TYPE DESIGNATION WALL CEILING HEIGHT 0 8'-1" BULLNOSE DRYWALL BEAD (TYP.) TYPICAL INTERIOR ARCH DETAIL "NOTE: ALL ARCH OPENINGS SHALL HAVE A MINIMUM 80" CLEAR HEAD HEIGHT IN ■ ■I L-1 VTR VRC 5656 SH 3080 Q 9'-4"H x 8" CMU MASONRY WALL — #5 REBAR CONTINUOUS ALONG TOP OF WALL 1-1/2" CLEAR 8" BOND BEAM BLOCK (RINKER/CEMIX #TB1 OR EQ.) — GROUT SOLID (3000 psi) — #5 REBAR AT BOTTOM 81`16-13/1T PRECAST LENTIL WALL CEILING HEIGHT 0 10'-0" BULLNOSE DRYWALL BEAD (TYP.) 4" RECESS j TYPICAL NICHE DETAIL 11'-8"H x 8" CMU MASONRY WALL R-11 MINIMUM INSULATION INTERIOR 2x4 STUD BEARING PARTITION WALL INTERIOR 2x4 STUD NON -BEARING PARTITION WALL PRE -CAST CONCRETE LINTEL DESIGNATION (SEE SHEET A3) SOIL PIPE VENT THROUGH ROOF SOIL PIPE VENT RISER WINDOW MARK (56"W x 56"H SINGLE HUNG) DOOR MARK (3'-O"W x 8'-O"H OPENING) NOMINAL WINDOW OPENING I.D. (SEE PRODUCT APPROVAL TABLE; SHEET C) EA TABULATION 1-IVING: 1,845 SQ. FT. GARAGE: 444 SQ. FT. ENTRY PORCH: Q. FT. COV. PATIO: 2 N41Q. FT. TOTAL: 2,601 SQ. FT. i: V_ - DRAETTN'O SERVICES PHONE: (772) 237-7942 00 N N N } w A M 0 u w]]] d 0 °a w O w o53 a W p 00 � a � m Q 0 0 zddd V rr^^n 00 V! 00 H 0 W 0 O�MO h+i U�'w� ]tea W A U V) W 0 aa� VF< 0 0 V)Nxw � a z 0 � a r� V `n PATJU WELCH INC. MECH-F. C-CTVU_ ENO 1984 SW BILTMORE ST. #114 PORT ST EUC , PL 34984 PAU CH, PE. PLA No. 29945 Date: SCALE: 1/4" = 1'-0" JOB No: 518-0425 A3 0 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 33.6 -36.4 33.6 -44.9 2 15.0 33.5 -36.3 33.5 -44.8 3 1 20.0 1 33.4 -36.2 33.4 -44.6 4 25.0 33.3 -36.1 33.3 -44.4 5 30.0 33.2 -36.1 33.2 -44.2 6 35.0 33.1 -36.0 33.1 -44.1 7 40.0 33.0 -35.9 33.0 -43.9 8 110 31.8 -34.7 31.8 -41.5 6q I I I I I I I I I I I I I I I I ly/ i I I I I I I I I I I I I I I I I I I 11 I I I I 11 I I I I 11 I I I I 11 I I I I 11 I I 11 11 I I I I 11 I I I I 11 I I I I 11 I I I T I I I I TEXTURED CEMENT STUCCO COATING OVER 8" CMU BLOCK WALL (TYPICAL) --------= - - - - ------ CALCULATE ATTIC VENTILATION CEILING = 2617 SQ. FT. 2617/150 = 17.446 REQUIRED VENTILATION 231 L.F. OF 6" X 18" CONTINUOUS VENT @ 48" O.C. 21.7 SQ. FT. > 17.45 SQ. FT. IDE 6" X 18" SOFFIT VENTS @ 48" Q.C. LEFT ELEVATION SCALE: 1/4" = V-0" = 43.313SF/2 = 21.7 SF AVAILABLE FOR CROSS VENTILATION VENTILATION O.K. REAR ELEVATION SCALE: 1/4" = V-0" 0'-0" F.F.E. BOXED/ARCHE[l OPENING. ALL SHEATHED WITH X" (MIN.) PLYWOOD SHEATHING, AND COVERED WITH 30# FELT AND BACKED META. LATH AND 7/s" THICK STUCCO COATNG FRONT ELEVATION SCALE: 1/4" = V-0" Y ASPHALT SHINGLES OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES ® ry CxJ a' x oil TEXTURED CEMENTou _ STUCCO COATING OVER a (D 8" CMU BLOCK WALL 21 c3 I O w I w 2I d fl 2I o (TYPICAL) T r` w s I STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH %"0 HEAD ® 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 1%2" CDX PLYWOOD WITH 10d NAILS TO FRAMING 0 6" O.C. PERIMETER AND FIELD SIMPSON LSTA18 WITH (14) 10d (BOTH SIDES; SCALE: 1/4" = V-0" P.T. 2x8 WITH �je'x3" 12" 0. C. LINTEL PER PLAN U U DOOR OPENING a � U g U /�2x4 WOOD BLOCKING AT 8" O.C. / P.T. 2"xB" WOOD BUCK ATTACH TO WALL w/ Y4"x3" TAPCONS, 3" FROM TOP AND BOTTOM AND 12" O.C. � '%2" PLYWOOD BOTH SIDES 7 �� iCONCRETE FOUNDATION.'-: PER PLAN `(3)2"x8" WOOD MULLION NAILED TOGETHER w/16d NAILS AT 8" O.C. TOP AND BOTTOM STAGERRED P.T. 2"x8" WOOD BUCK ATTACH TO WALL w/ Y4"x3" TAPCONS, 3" FROM TOP AND BOTTOM AND 12" O.C. HEADER DETAIL AT FRONT DOOR SCALE: N.T.$_ ij� - - DRAFTING SERVICES vvavw.m-aw ; (772) 237-7 ""42 c ti fi m }I A r' A N U w w A 0 0 a Zi z a w Q 0 a 8 a w a ��x A ae oa 0, o 0 0 zd©d U �z z10-1 0 v h H r W E 0 rn0 W U IA W p] 1vai � 1 M 1 0 V) � Vl 000 x 00 WRW ~ �z U W 0 W un PA[JL WELCH INC. MECH-ELEC-CTVII. ENG 1994 SW BMTMORE ST. #114 PORT ST LUC❑ % F 34984 PAUL WELCH, P.E. PLA REG. No. 29945 Date: SCALE: 1/4" = 1'-0" JOB No: 518-0425 A4