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HomeMy WebLinkAboutBUILDING PLANS PAGE 1-10JC & SONS HOME BUILDERS, INC. PORT ST LUCIE, FL WIG �N F- F- F- F- F- F- F- A� PROPOSED RESIDENCE FOR: TUYEN NGUYEN 8285 SPICEBUSH TER PORT ST LUCIE, FL 349852 LAKE LUCIE ESTATES PLAT NO. ONE - LOT 87 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 DESCRIPTTON TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. ® OVERHEAD 824/811 DAB N/A 49a x 1 %" LAG SCREW EACH BRACKET ±48 SEE ELEVATIONS NOA# 17-1018.11 GARAGE DOOR QB SINGLE DOOR SMOOTH STAR THERMA--TRU N/A Y4" x 1 Y4' MINIMUM EMBED. TAPCONS AT 6"/17.2" O.C. +/- 67.0 SEE ELEVATIONS FL #5891.5 ® FRONT ENTRANCE FIBERGLASS THERMA-TRU NON -IMPACT Y4" x 1 Y4' MINIMUM EMBED. TAPCONS AT 3"/14.33" O.C. +/- 45.0 SEE ELEVATIONS FL# 15225.4 DOUBLE DOOR D d PATIO DOOR SMOOTH STAR THERMA-TRU NON -IMPACT X"x 1 A' MINIMUM EMBED. TAPCONS AT 6"/14.33" O.C. +/- 47.0 SEE ELEVATIONS FL #15225.5 FRENCH DOOR QE ALUMINUM SINGLE HUNG SH-185 M) NON -IMPACT Na x 1 A" MINIMUM EMBED. TAPCONS AT 27/11' O.C. +/- 60.0 SEE ELEVATIONS FL #17499.2 WINDOW ENDOW 185 PW MI NON -IMPACT Ne" X 1 X" MINIMUM EMBED. TAPCONS AT 6"/16" D.C. +/- 60.0 SEE ELEVATIONS FL #15349.1 PRODUCT DESCRIPTION MODEL NUMBER MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING & EMBEDMENT PRODUCT DESIGN PRESSURES (PSF) BUILDING DESIGN PRESSURES (PSF) PRODUCT APPROVAL NO. ASPHALT FIBERGLASS CT-20 CERTAINTEED ROOFING NAILS PER FRC 905.2 Vult = 194 MPH Vult =160 MPH FL #5444.1 REINFORCED SHINGLES 6 PER 3 TAB 24ga. HURRICANE SHUTTERS GALV. STEEL EASTERN METAL SUPPLY, INC. Y4 " x 7y' EMBED. AL POINTS SOLID SET AT 12' O.C. +/- 50.0 SEE ELEVATIONS FL #11964.2 (2" DEEP) SOFFIT COVERING TO BE BUILT ON -SITE USING: 31W HI -RIB SELF FURRED EXPANDED METAL LATH WITH 'K-PAPER" BACKING (CEMCO; 3.4 LEIS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS WITH NOT -37.0 NOT APPLICABLE SOFFIT COVERING STUCCO STUCCO #8(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV. ASTM A307 STEEL) SPACED 5" APPLICABLE (WWALLALLZONE 5) (FBC-R696.4 d 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 WITH ASTM 0926. 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. 0 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FEMMA/AMA 2DO-9. CONTRACTOR SHALL SUBMIT z FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. NAME: PAUL WELCH P.E. CERTIFICATE NUMBER: 29945 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: I %I' SUSPENDED SLABS: 1 1h" B. 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. B. 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/ 110A. 2" NAILS W/ 3/8" 0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 15# 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 G" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX PLYWOOD WITH GOD NAILS TO STUDS 0 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. WALL FINISH/INSULATION NOTES 1. INTERIOR TO BE %" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. X" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 9" 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 FRO 702.4A & 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, B. 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. Planning & Development Services Department Building & Code Regulations Division NOW 2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-1553 Certification for Design Load Compliance Project Name: ESMERAI.DA CUSTOM Project Address: USS SPKEaUSH TER PORT ST. LUCIE, FL Permit P: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USP • This certification most be cpmPietad, signed, and sealed by the design professional of record. •.Submit (2) copies for residential, (3) copies for commercial with all permit applications Involving the following: o New Residences (single or mutd-fatuity) o Residential Addition e Any accessory structure requiring a building permit •Army non - residential structure. " Note: Form not required for interior renovations provided that no exterior structural elements are effected and certain minor building permits at the discretion of the foul building official. Contact the X above for questions. DESIGN PARAMfTER5 ANUSSUMPTIONS USED; (complete all that apply) L DESIGN CODE: Florida 6 R a Code 2017 Edition with 20 _Supplements using ASCE z 30 2, Structure Designed as (chat* one); X Enclosed _ Partially Enclosed Open S, Risk Category: _f X 11III IV Exposure Categpryt _ a X C D 4. Oeslgn Wind Velocity 160 mph 124 Aso NAALRFDEnd Zone Width'. 5 ft S. Mean Roof Height: 14 Roof Fitch 5 a2 Parapet: N.A it & Components & Cladding Design Pressures Used: (PSF, based on itkgft @ 15'MRH, clearly label on all Plan openings): 19.3 19.3 19.3 33.6 33.6 $1.8 Zone 1: Zone 1: zone 3: ions 4: Zone 5:. Garage: -30�7 .5g.5 -79.1 -36.4 -44.9 -41.5 7. Design Loads: Floor; 40 PSF Rooff0ead: 5 PSFRpoF/Live: 20 Balcony:, N/A PSF Dock: N/A PSF Deck: N A PSF Stairs: N/A PSF Fence: N/A PSF Raflings: N/A PLF / CONCENTRATED 8, Watt Shaer Wells Constdorsd For Structure? -t ,Ym,_Not Applicable Explain Why.Not: S. Is A Continuous load Path Provided? X yes -Not Applicable Explain Why Not. 10, Design Solt Bearing Pressure:. 2S00 PSF Soil Test Reports Submitted? `Yes MtGN PROf03L0N4-gR]1,PICATION STATEMENT: I canny that to the best of my knowledge and belief, the attachedpians & 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 eiemanta depicted on these plans provide adequate resistance to the design forces spectflodt Paul Welch P.E. 29945 / 5115 Print Name Carr p & Co.. Cert Auth. Paul Welch Inc. ON PLAN 1/3/2018 Signature, Date, and Seal 1984 S.W. Bittmore St. Suite R114 Port St, Lode FL Company Name & Address sLC[,'Ry kotm uu2W12 aensed'3ti�112 ps) GENERAL NOTES 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS. PLUMBING NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2. DWV PIPING SHALL BE SCHEDULE 40 PVC, 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 'i" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH 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 FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS). 3. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. 5. SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 6. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE 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. B. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION 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, 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 WITH FLORIDA BUILDING CODE 2097 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, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0,5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED N ACCORDANCE WITH R402.4.3. 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE PATH FBC 2017 ENERGY CONSERVATION R401.3. GARAGES FLOOR SURFACE i. 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 EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6' INTO CONCRETE (NO CLOSER THAN 334` 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 EPDXY -TIE. UIXN ST. LUCIE COUNTY LDINDMSION +3'lyf-ii NLD REVIEWED FOR C PL NC I BY REVI DATE St. LucieCnunty PLANS AND PERMIt JUIST BE KEPT ON JOB SITE OR NO INSPE T ON(S) WILL BE MADE FILE COPY DRAFTING SEIRVICES PHONE: M2) 237-7942 N N g s' >4 Yj Q {xU U z� A V 0 z 0-4 A Zvi F A ti z a U z 41e'I Ih W p �( W W A No W 0x� OWmz I� o 00 wrq x00 Q aU Uz �W a r0 �i PAVI_ WELCH INC. MECZ-Z-ELEC-CIV fI, ENG 1994 SW EH -?MORE ST. #114 PORT ST LUCIE, PL 34994 PAUL WELCH. P.E. PLA REG. No. 29945 Date: JUL 13 1010 SCALE: N.T.S. JOB No: 518-0425 C M c u ■■ ■■ ■■ 01 Fl Al Fi A7 j rn 18'- 3" 2' - 5" I ■■ ■ --- ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ Fl Al Al ■ F1 Al II I ■ TYPICAL 8" CONCRETE BLOCK WALL REINFORCED W/#5 BARS AS INDICATED HB4 ■ I WITH CONTINUOUS BEAM USING (1) 8" TOP OF WALL BOND "H" BLOCK W/(1) F1 I IN Hf3 #5 BAR GROUTED SOLID Al O N I #5 VERT DOWEL REINF. ■ ALL WALL OPN'N/JAMB (TYP.) ■ I I I■ iq I N 1'-9" 3'-6" 2'-6" 6'-1" ■ r) 4" THICK SLAB (2500 psi min.) REINFORCED w/ 6x6 - W1.4xW1.4 WOVWN WIRE MESH ■ r — (OR F)BERMESH) ON 6 MIL CLEAN COMPACTED VAPOR BARRIER OVER TERMITE TREATED ■ I PREPARED SUBGRADE O In 3'-0" I I II ■ _ r— - Al I F5 l� A' ■ I — �I FB �L I Al I 0 I ■ I Al ` � � W.\ • ■ Al I F7 — Al F5 ■ Ai ■ I At I 6'-0" I — J 5'- 6 10'-6" — Fi L A' ■■ ■■ ■ --- ■ ■ --- ■ ■ ■ ■ ■ ■ ----- ■ ■ o i POUR ■ vJi PORCH w/DRIVEWAY �� I 3'-6" x 14' LONG 4" THICK MIN. POURED CONCRETE UTILITY SLAB WITH THICKEN EDGES REINFORCED F3 WITH 6x6-W1.4xl.4 WWM Al ■ ni IN ---- O O I 0 O I -4 � ■ I HB I ■ F3 w ti m \ in I I ■I I. F2 FOUNDATION PLAN SCALE: 1/4" = 1'-0" T N CONCRETE FOUNDATION NOTES EI 1. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES AND STEEL REQUIREMENTS. OCT 2 - 2018 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. FINISHED FLOOR FINAL GRADE - 12" MIN. EMBEDMENT -� BELOW EXISTING GRADE - (2) #5 CONTINUOUS REBAR 7-%" CURB FINAL GRADE MASONRY WALL, SEE PLAN #5 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS --Y,-H8" WIDE BLOCK RECESS --4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) (TYP.). 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) EXTERIOR WALL FOOTING SrAI F-'1/R" _ 12" MIN. EMBEDMENT-/ BELOW EXISTING GRADE (2) #5 CONTINUOUS RE F3 0 M MASONRY WALL, SEE PLAN #5 REBAR @48" O.C. (MAX.) & AS SHOWN ON PLANS 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 4" THICK (MIN,) (2500 PSI MIN,) 6x6-W7.4xW1.4 (OR FIBERMESH) THICKENED EDGE FOOTING WITH (2) #5 BARS CONTINUOUS 4" POURED CONC. PORCH SLAB 10" VERIFY W/ FOOTING AT OHGD MASONRY WALL, SEE PLAN 5 REBAR @48" O.C. (MAX.) & AS SHOWN ON PLANS V4"XB" WIDE BLOCK RECESS 3 Y2" THICK (MIN.) POURED CONC. (2500 PSI MIN.) F.F. + i 12" MIN. EMBEDMENT-�'�� 3" MIN. BELOW EXIST ING GRADE 1'-4„ 6" CLEAR COVER (2) #5 CONTINUOUS REBAR CLEAR 00 MIN. (TYP.). 1'-4" 6" AAIAI SECTION Y2" DIA.x10" A.B. 024" O.C. MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE F.F. INTERIOR STEP Yl' DIA.x10" A.B. 024" O.C. MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE .I. F.F. 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) 2x4 FRAMED BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 6x6-W1.4xW1.4 WWM (OR FIBERMESH) #5 BARS CONTINUOUS 4" OR 6" 2x4 FRAMED WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION " THICK (MIN.) POURED CONC. (2500 PSI MIN.) MONOLITHIC CONCRETE FOOTING WITH (2) #5 BARS CONTINUOUS F71 INTERIOR WALL FOOTING BEARING SCALE: 3/8" = V-0" F4 OR STEP Y2" TOOLEC^^^ _•- 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) 3/8" = V-0" THICK (MIN.) POURED ;ONC. (2500 PSI MIN.) 6x6-W1.4xW1.4 WWM (OR FIBERMESH) #5 BARS CONTINUOUS THIFISCKENED EDGE SCALE: 3/8" = V-0" 4" THICK (MIN.) POURED 8" VARIES g•• CONC. (2500 PSI MIN.) Z N �w U dw '.., —F.F.0 ,Z " 6x6-W1.4xW1.4 WWM (OR FIBERMESH) F8 INTERIOR SHOWER CURB SCALE: 3/8" = 1'-0" DRAFTING SERVICES r.. 11 PHONE: (712) 237-7942 00 N a N O Q Q z u z III d a A n u ii i Id U z 00 N ^ A W �C'40 1 O m z r z 0 �u�� L� w AU�En n0 I� cnNaw xi w°°oU �z rT0 0 -V U PAUL WELCH INC. MECH-ELEC-CIVIL ENG 1984 SW BILTMORE $T. #114 PORT ST LUCIE, FL 34984 MAUL WELCH, P.E. FLA REG. No. 29945 I DateOCT 0 1204 SCALE: AS NOTED JOB No: 518-0425 ANICAL PLAN SCALE:NITS C.O.T.G. s 4" / 4 (MIN.) BUILDING SEWER TO ON -SITE SANITARY SEWER LIFT STATION 2" \V 2" TUB 2 WC T C.O. BATH #2 � J `2" VTR 2" LAV. %.3" 1X" STUDDO VENT KAIR S GAI KITCHEN i/ 2" / 3" SANITARY SOIL/WASTE DRAIN PIPE (EXACT LOCATION / TO BE FIELD LOCATED) �. 3 Y VTR `Jl A ND 2" VTR ROOM \ " V J \ WASH -3LAV. WC C.O. LAV. V 2" r 2, V \ 2" !MASTER IN% \ SHR TUB RE. PLUMBING RISER DIAGRAM SCALE: 1/4" = 1'-0" DRAFTING SERVICES ower:wemn xzc PBONB: M2) 2 7-71 2 •� N N a C YJ A A 0 z� © a 5 A z a � U u00 z� �x a x w �p ~ Fd A umd W AUu M� V�NQ!W h+� W 04 0'^ v/ h rl a PAUL WELCH INC. MECH-ELEC-CTVII. ENG 1984 SW BMORE ST. 0114 PORT ST LVCIE, PL 94984 PAUL WELCH, P.E. PLA REG. No. 29945 JUG 1 3 2010 Date: SCALE: AS NOTED JOB No: 518-0425 A2 mm a' J F 13°-6" 28'-0" 13'-6" 14"-0" 14'-0'° IK NEI PRE -CAST LINTEL IN NJ PRE -CAST LINTEL ■ ■ ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■ I I j jZ J �I COVERED PATIO MAIN EGRESS DOOR 1� ¢I 9'-4"CLG/GONG. PER F.B.C. R 311.2 la UI IW 6'-8" 11'-7" 41I 12'-9" 6' 0" 18'-O" 0-I I I 3663SH EGRESS CLG 38385 TEMP 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 6080 FIR V■ ■ ■ ■ ■ ■ ■ ■ F- fn\ / 12"-4" 14 7 2s r I I ■ I 10 I I ■ Q KITCHEN DINING ROOM = i BEDROOM #3 VAULT CLG/TILE I © VAULT CLG/TILE 'b I I N 9'-4"CLG/CARPET h I MASTER BEDROOM ■ I I COFFER CLG/CARPET T<r ■ I oo ° _ m < I L 80 - 0" 2° 3'-6'° 11'-11'° 13'- o ------------� I '��o ■ SH & RD =1 2680 BF 2680 BF 5'-11'° 6'-0" ■ BATH #2 6�0 9'-4"CLG/TIL ti al W.I.C. W.I.C. ■ n SH & RD SH & RD I N 2860 i ( o) ■ ___ SH&RD_ 2"x3s"ATn <I .II M = 21'-8" 6'-8,-0 ACCEss ]66080 BF GREAT ROOM ut -- n MASTER BATH ■ o a VAULT CLG/TILE � � to III 9'-4"CLG/TILE of z UI I� II 4'-4" 5'-2" on ■ D I*L - <C M� J S: _ AHU IN 1 w 8 S�:; A �z Q BEDROOM #2 N — ---- r� 9'-4"CLG/CARPET soeo OF BEARING WALL N 19'- 4'° ■ �co 12'-4" -1 14'-2" z �22' x 54� <a w ATTIC� 1ACCESS � STAIRs " s ■ 6 ABOVE WITH ARCHED DESIGN FOR STORAGE [� TRANSOM ABOVE ■ ■ ■ ■ ■. ■ ■ ■ (D IN ■ ■ 5463SH ARCHED ■ ENTRY O ILI 5463SH ARCHED EG ESS ID 10'-8" Cl6'-8 6,-8" 3'-8" d5'-0" 4' 0" IN 2—CAR GARAGE ■ 1C) 9'-4"CLG/CONC. PC 71NTEL N d' 1 -4 os ■ ■ HB ■ ■ ■■■ ■■ IN OHGD A 2'-4" 16'-0" 2'-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 BF24-18/1T L-2 7'-6" 90" U-LINTEL 2661 650 1634 450 BF16-16/1T L-3 17'-4" 208" PRESTRESSED 1326 200 520 150 8F20-18/1T L-4 4'-4" 52" RECESSED 6639 550 3522 300 8RF18-16/1T L-5 4'-6" 54" U-LINTELS 8672 650 4292 450 8F24-1B/1T L-B S-6" 42" U-LINTEL 8974 200 5591 150 8F24-1B/1T L-7 7'-6" 90" RECESSED 2459 650 1462 450 8RF22-1B/1T L-8 4'-0" 48" U-LINTEL 11809 250 6627 300 8F36-16/1T L-9 9'-4" 112" U-LINTEL 1245 200 680 150 BF12-1B/1T L-10 5'-4" 64" U-LINTEL 10127 1 250 4924 300 8F36-1B/1T L-11 10"-6" 126" U-LINTEL 1533 583 914 668 81`16-1B/1T L-12 14'-0" 168" U-LINTEL 1002 200 486 250 8F16-16/1T 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 81724-18/1T 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. F = FILLED WITH GROUT / U = UNFILLED D QUANTITY OF #5 REBAR AT < BOTTOM OF LINTEL CAVITYF F F1 6-1 B/1T Lo z (-QUANTITY OF #5 10 REBAR AT TOP • NOMINAL HEIGHT NOMINAL WIDTH I I TYPE DESIGNATION WALL CEILING HEIGHT 0 8'-1" BULLNOSE DRYWALL BEAD (TYP.) TYPIC L INTERIOR ARCH DETAIL **NOTE: ALL ARCH OPENINGS SHALL HAVE A MINIMUM 80" CLEAR HEAD HEIGHT LEGEND In ■ ■ 9'-4"H x 8" CMU MASONRY WALL VTR VRC 5656 SH 3080 O 11'-8"H x 8" CMU MASONRY WALL R-11 MINIMUM INSULATION So NOMINAL NUTH • • w INTERIOR 2x4 STUD BEARING PARTITION WALL — #5 REBAR CONTINUOUS ALONG TOP OF WALL 1-1/2" CLEAR — 8" BOND BEAM BLOCK (RINKER/CEMIX fT81 OR EQ.) — OUT SOLID (3000 psi) —#5 REBAR AT BOTTOM 8" PRECAST LENTIL WALL CEILING HEIGHT ® 10'-0" BULLNOSE DRYWALL BEAD (TYP.) 4" RECESS m TYPICAL NICHE DETAIL 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'-0"W x 8'-0"H OPENING) NOMINAL WINDOW OPENING I.D. (SEE PRODUCT APPROVAL TABLE; SHEET C) AREA TABULATION LIVING: 1,845 SQ. FT. GARAGE: 444 SQ. FT. ENTRY PORCH: 48 SQ. FT. COV. PATIO: 280 SQ. FT. TOTAL: 2,617 SQ. FT. i v - DRAFTING SERVICES PHONE: C172> 2 7-7942 m N s a N in in A � Q Q u 0 VI z 'I Q A 5 Q z z rra^n Vl oo oo w 0 1/-'-1, N a�0 �.{ 0 m 0 a ���u��� W Au 0 as rA < 000 W00au rrw^^ vl z � 0 a �y� "V U PAUL WELCH INC. MACH-ELEC-CIVIL ENG 1984 SW BM. ORE ST. 0114 PORT ST LUCM, FL 34984 PAUL WELCH, P.E. PLA REC3. No. 29945 Date: JUL 1 3 2016 SCALE: 1/4" =1'-O" JOB No: 518-0425 A3 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C MARK AREA I I E O ZONE 4 ZONE 5 POSITIVE (PSF) TIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 33.6 -36.4 !!-36.3 33.6 -44.9 2 15.0 33.5 33.5 -44.8 3 20.0 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 TEXTURED CEMENT STUCCO COATING OVER 8" CMU BLOCK WALL (TYPICAL) BOXED/ARCHED OPENING. ALL SHEATHED WITH )'" (MIN.) PLYWOOD SHEATHING, AND COVERED WITH 30# FELT AND BACKED METAL LATH AND 7/8" THICK STUCCO COATING 0 9'-4" BRG ry Ift '-A" 12 15 ASPHALT SHINGLES OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES wKwAm ME Mmll mw w x QE 21 QE 21 F_ F_ qO gE F_ F_ 0 00 C 31 w x ^ IIIjI�� a `�--- \ ----- - ----- .- F F__ F_ �_ F-_ - 7-- F lu FRONT ELEVATION SCALE: 1/4" = V-0" DRAFTING SERVICE' PHONE: (992) 237-9942 m N o y w A A U i� 1 L= a --------------- ---- ~- - - - - - - - - - - - - - - - - - - 0'-0" F.F.E.Ah'w 7U I H LEFT ELEVATION 12 5� 1111� IL�u SCALE: 114"=V-0" III LuLI IIIl I _I�� LJ L 1 12 o ����IIII�J�III�IIIII_IIIIII HILL II��III�IIIII III�I�I�IIII�II�I IIII��IIIIII�L CALCULATE ATTIC VENTILATION ED [j]a- . �I it LI I� IJ I III_ II� M CEILING = 2617 SQ. FT. 9'-4" BRG U 0 2617/150 = 17.446 REQUIRED VENTILATION W A W u ®® 1-� u� 231 L.F. OF 6" X 18" CONTINUOUS VENT @ 48" O.C. = 43.313 SF / 2 w F" a x = 21.7 SF AVAILABLE FOR CROSS TEXTURED CEMENT lo" i \ STUCCO COATING OVER OB o w o O W oho E4 VENTILATION 8" CMU BLOCK WALL 21 w 21 o 0( 0 zi 21 (TYPICAL) O x w 0 W POi 21.7 SQ. FT. > 17.45 SQ, FT. VENTILATION O.K. } vl ROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. 0'-0" F.F.E. vl RIGHT ELEVATION SCALE: 1/4" = l'-0" U In REAR ELEVATION SCALE: 1/4" = V-0" 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 ® 6" O.C. PERIMETER AND FIELD SIMPSON LSTA18 WITH (14) 10d (BOTH SIDES) P.T. 2x8 WITH 3/e'x3" 12" O.C. 2x4 WOOD BLOCKING AT 8" O.C. P.T. 2"x8" WOOD BUCK ATTACH TO WALL w/ Y4"x3" TAPCONS, 3" FROM TOP AND BOTTOM AND 12" O.C. '%2' PLYWOOD BOTH. SIDES (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.S. PAUL WELCH INC. ME.CH-ELEC-CIVIL EN( 1984 SW BMTMORE ST. 01 PORT ST LUCIE. FL 3498, PAUL WELCH. P.E. FLA REG. No. 29945 OCT 0 12018 Date: SCALE: 1/4" = F-0" JOB No: 518-0425 R-30 FIBERGLASS BATT INSULATION W/ KRAFT F Yz" THICK CEILING RATED GYPSUM--' WALLBOARD SHEATHING (OTHERWISE NON -RATED %" THICK GYPSUM WALL BOARD IS REQUIRED) )¢" GYPSUM WALLBOARD SHEATHING OVER — - 1%2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. (MAX.) AND R4.1 FI-FOIL INSULATION WITH REFLECTIVE VAPOR BARRIER 8" PRECAST LINTEL w/(1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH, FOR MORE INFORMATION) WOOD BASE BOARD 3-X" THICK (MIN.) POURED CONC. (2500 PSI MIN.) FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR BARRIER & COMPACTED TERMITE TREATED CLEAN SOIL FILL (SEE SHEET A2 FOR FOUNDATION NOTES) ASPHALT ROOFING SHINGLES OVER 1-LAYER OF 30# BUILDING FELT (ASTM 7158H, OR CODE APPROVED EQ.) SEE ROOFING NOTE #1 19/32" C-D STRUCTURAL I PLYWOOD SHEATHING OVER PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. (SEE ROOF FRAMING PLAN SHEET -AS FOR ROOF SHEATHING NAILING SCHEDULE) 12 GALV. METAL TRUSS ANCHOR STRAP ;zz-�5 (TYP) (SEE SHEET-A8 FOR TRUSS CONNECTOR SCHEDULE) 16" TYP. If TRUSS TAIL 2Y2" ALUMINUM DRIP EDGE OVER 1x2 P.T. NAILER O.H. BEARING HEIGHT \ EL. VARIES '-2x8 P.T. CONT. SUB FASCIA BOARD NAILED TO EACH TRUSS TAIL W/ (2) 16d COM. NAILS (OR BETTER) METAL LATH AND STUCCO SOFFIT PROVIDE 6"X18" SCREENED VENTS AT 48" O.C. OR 4" CONTINUOUS VENT AT ALL SOFFITS rn z DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR CONTINUOUS** a w NEW 8" CMU WALL CONSTRUCTION WITH TYPE "M" MORTAR w MIN. CEMENT STUCCO COATING � o #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" zi LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS INDICATED ON PLAN 30" MIN. LAP SPLICE (TYPICAL) cV Wx 8" WIDE BLOCK RECESS FINISHED FLOOR SLAB "+-III-•=-I- ,-"-. •,=-- �` FINAL GRADE // 12" MIN. EMBEDMENT 3" MIN. /��/�//, j�%j BELOW EXISTING GRADE CLEAR COVER 6' 16" (2) #5 CONTINUOUS REBAR (TYP.). MIN. **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1". PRE -CAST CONIC LINTEL SEE LINTEL SCHEDULE SIZE & REINFORCEMENT CENTERED 16" LONG 2x8 P.T. (SYP) BLOCKING FOR TORSION SPRING (AS REQUIRED) i�____ II __ ___ II II II II II _ > Y1" DIA. WEDGE ANCHOR 3—)i" EMBEDMENT w/2" 2x6x16'-O" P.T. (SYP) ATTACHED SQUARE WASHER w/ Y4"O x 3" TAPCONS 016" O.C. w/ 1" DIA. MIN. WASHERS 2x6 P.T. (SYP) WOOD JAMB FASTENED W/ 36"x3-Yy" (S.S. 304) HIL11 KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER (SEE BUCK DETAIL) ca roo GARAGE FLOOR SLAB__- _ wTi x = II II d it II II II I II d I II I �I II II II II II II II II V II � II II t ___ T=l FOOTING PER FOUNDATION PLAN (2)#5 DOWEL WITH 30" OVERLAP BEARING HEIGHT ih SEE EXTERIOR ELEVATIONS 3ARAGE r/, MM Pv==9RHEAD GARAGEDOOR GOAL POST i=r' - ' ROOFING NOTES: SHOP DRAWINGS APPROVED 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING PRE -FABRICATED WOOD SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O17 TRUSSES 024" O.C. FBC-RESIDENTAIL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=150 MPH WIND RESISTANT RATING PER TABLE R905.2.6.1 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER RAT RUN 1x4 (MIN.) SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1}" CORROSION -RESISTANT ANNULAR LAID FLAT 08'-0" O.C. RING SHANK ROOFING NAIL PER TAB, OVER 30# BUILDING FELT ASTM D226, TYPE II, (WITH 4" MIN. HEALAP/ 6" MIN. ENDLAP & WOVEN VALLEYS) FASTENED w/ 12 GAUGE x Ys' GAP (U.O.N.) 1" CORROSION -RESISTANT ANNULAR RING SHANK ROOFING NAILS THROUGH 32 GAUGE x 11"0 TIN CAPS SPACED 6" O.C. ® LAPS AND 12"O.C. ALONG TWO ROWS IN FILED. 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, SIMPSON STRONG -TIE ROOF" GYPSUM WALLBOARD EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2017 FBC ROOF APPLICATION TRUSS CLIP TYPE STC (1 CLIP SHEATING STANDARD RAS No. 115. 0 2x4S, 2 CLIPS 0 2x6S, 3 2x4 CONT. TOP PLATE 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND CLIPS � 2X8S ) ( NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) OR LIGHT GAUGE METAL SOFFITS SHALL CONSIST OF lib" CEMENT STUCCO OVER WIRELATH W/TH 11GA.x2" LONG T-TRACK NAILS WITH %" HEAD AT 6" O.C. OVER fib" METAL RIB LATH AT 6" O.C. PROVIDE (2) LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. WOOD STUDS LIGHT GAUGE METAL C-STUD 2x4S ® 16" O.C. FOR H=10' TO 14' 3 1/2" ® 24" O.C. FOR H=8' TO 10' FIRE BLOCKING 2x4S ® 24" O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10' TO 14' (SEE NOTE #1) 2x6S 0 24" O.C. FOR H=10' TO 14' METAL ALL FRAMING NOTES» 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL FRAMING WOOD STUD TO PLATE 2-16d NAILS ® 2x4S SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS: 3-16d NAILS ®2x6S A) 3Y2" METAL STUD: 3 1/2" (18 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER) USE .145" DIA P.A.F. N' GYPSUM WALLBOARD SHEATING 016" O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE B) 3Y2'° METAL TRACK: 3 1/2" (20 GA.) COLD -FORMED STEEL STRUCIURAL T-SECTION METAL TRACK STUD (SEE NOTE PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) WOOD BASE BOARD MOLDING r— CONCRETE FLOOR SLAB PER PLAN 2, BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER - ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, WITH 7%" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL. 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x %" S.M.S. (0.164" DIA. SHANK x 5/16" HEAD), OR BETTER. 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 1%" HEX WASHER HEAD WOOD SCREWS (OR BETTER). SIMPSON TIE -STRAP TYPE SPH4 w/(12) 10d x 1—Y2" NAILS ON TOP & BOTTOM 0� ALL STUDS AND ® HEADER SIMPSON MSTA18 w/(14) 10d NAILS ACROSS HEADER 0 ALL DOOR OPEN'G 1. err CVTCGIOIo 8" CMU WALL (ALL CELLS MUST BE GROUTED SOLID AT PLATE CONNECTION) .ram �• /�. ��.�� �■>_ '�Iii q� . , J I l c. • FULL STUD JACKSTUD TAPCON SET ., . D.C. MAXIMUM i I' SIMPSON I' STUDS) " MAX II II! `mime l91tli wmLL fCGJiJ IIItlU UI'LII I) BEARING WALL FOOTING (OR THICKEND SLAB) SEE FOUNDATION PLAN FOR DETAILS SHEET -Al 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP T^ " (2) 2x8 P.T. LEDGER BOARD GAIN NAILED TOGETHER WITH (2) 16d NAILS ® 20" O.C. (MAX.) AND FASTNED TO MASONRY WALL WITH -Y4'O WEDGE A.B. x 5" MIN. EMBEDMENT. SET A.B. 6" FROM EACH WALL CORNER (STAGGERED 5" VERTICALLY) AND 24" O.C. MAX. ALONG LEGDER BOARD. ALL A.B. MUST BE SET INTO SOLID GROUTED FILLED MASONRY MAX. COMMON PRE-ENGINEERED ROOF TRUSS (ONLY) (MISALIGNMENT OF GIRDER TRUSS CONNECTOR TO BE APPROVED BY ENGINEER) (4) Y4" x 2-Y4" TITEN MASONRY SCREWS SPACED EVENLY ® LEAST 1-X" FROM TOP, AND INTO TOP CORD. (8) 10d X 3" NAILS M. A ■ SCALE: N.T.S. ° SOLID GROUTED °' 8" CMU WALL D: \ NOTES: 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE PLACED IN A CONTINUOUS ROW AT B'-O" (+/-) ABOVE FINISHED FLOOR SLAB. 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL. 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH his"x3" TAPCONS AT 24" O.C. VERT. ROOF TRUSSV V MML NOTE LEDGER BOARD WEDGE ANCHOR BOLT SHALL BE: REDHEAD "TRUBOLT" (S.S. 304) WEDGE ANCHORS INSTALLED WITH HEAVY DUTY WASHER AND HEAVY HEAD NUT. (OR BETTER) JOIST HANGER (SEE ROOF FRAMING PLAN AND TRUSS CONNECTOR SCHEDULE FOR SIZE AND TYPE) ° D p ° u ° p p D 4 TYPICAL II A5 (NON -BEARING WALL) 6CALE: 11Z' = V-0" DRAFTING SERVICFS mwnriwn.e,xzc Peo1aE: mz) 23'l-�saz ww...TMw"uv"c".,s.��wn,w"m•, 00 N N Q, z Q A U 0 zJ Vi A 5 A z U1 U zH V1 � Ha o ww AA N� H Owqd �mz 0 I� �Uw Pa A�uOn H Mj 14NOW II�IyV-lI W�a� W EIIIIIIIIIIIIII a V) H 0�pp Z vl a 0 U U PAUL WELCH INC. MFACH-ELEC-CIVII_ ENG 1984 SW BII. ORE ST. #114 PORT ST LUCM. FL 34984 PAUL WELCH• P.E. PLA REG. No. 29945 Date: 9 3 2018 SCALE: 1/4" = V-0" JOB No: 518-0425 AS -11-15 (TYP) a STUCCO OVER WIRELATH WITH 11GA. 2" NAILS w/%"2 HEAD 06" O.C. OVER %" METAL RIB LATH 06" O.C. w/(2) LAYERSOFT 15# FELT OVER EACH FRAMING MEMBER. SOLID FILL W/(3000 PSI) CONC. ABOVE COLUMN STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHII PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) onq DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR CONTINUOUS 8" PRE —CAST LINTEL w/(1) #5 BAR IN (3000 PSI) CONS. FILLED CELL ALL OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION; SHEET—A3) BOTTOM OF FRAMED ARCHED (SEE ELEVATIONS SHEET—A4) DECORATIVE FAUX PRECAST OR STUCCO OVER ICF STYROFOAM COLUMN CAPITAL 12" DIA CMU COLUMN BLOCK GROUTED SOLID WITH (4) #5 BARS ALL FINISHED WITH STUCCO COATING FAUX PRECAST OR STUCCO OVER ICF STYROFOAM BASE CAP STUCCO TEXTURE FINISH OVER 16"xl6" SQUARE CMU BLOCK COLUMN BASE (GROUTED SOLID) FAUX PRECAST OR STUCCO OVER ICF STYROFOAM BASE MOLDING (2500 PSI) CONC. FOUNDATION (SEE SHEET —Al FOR SIZES AND SPECIFICATIONS) STUCCO CEMENT FINISH (2)-2x4 WOOD STUDS NAILED TOGETHER w/1 CMU WATER RESISTANT COATING Li FILLED CELL AT JAMB BLOCK (TYP) NAILS 8" O.C. BOTH % (SEE WATERPROOFING NOTE #1) A .A. A • ° 1x3 P.T. WOOD FIRRING ALL (3) SIDES 4 'A .4.: CONTINUOUS I"MOT•TI IVITM CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO APPLY PERIMETER SEALANT CAULK MASONRY PER BUCK ATTACHMENT NOTE. BETWEEN BUCK & WINDOW FRAME SEE WATERPROOFING NOTE #6 (SEE WATERPROOFING NOTE #5) ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. CONCRETE FOUNDATIOP PER PLAN WATERPROOFING NOTES: Li 1 FILLED CELL AT JAMB BLOCK (TYP) STUCCO CEMENT FINISH Li I JS,,-FILLED CELL AT JAMB BLOCK (TYP) WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE SILL MORTAR OR GROUT X" DRYWALL CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) Fl 10P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS WOOD TRIM SEE WATER PROOFING NOTE #6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING P.T. WOOD BUCK WITH SEALANT PER APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY PER BUCK WATERPROOFING NOTE #4 AND ANCHORED TO BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE. MASONRY PER BUCK ATTACHMENT NOTE. (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6 ANCHOR WINDOW FRAME TO MASONRY IN STRICT CORROSION RESISTANT FLASHING ACCORDANCE WITH MANUFACTURE'S PRODUCT PER WATERPROOFING NOTE #2 11 Tj ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN APPROVAL INSTALLATION REQUIREMENTS. STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. N4" FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST—CRETE (OR EQUAL) (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN E 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %%3—Y2" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED @16" O.C. MAX. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S SPECIFICATIONS (OR AS NOTED BELOW) 4HGD TRACK BRACKETS TO P.T. BUCK 7' HIGH DOOR: (7) 9yr' x 1—%" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0. • C (2)-SIMPSON" MTS16 FROM TRUSS TO STUDS WITH (14)-10dxlY2" EACH DBL 2x4 WOOD TOP PLATE "SIMPSON" SPH4 EACH STUD WITH (10)-10dx%" EACH 2x4 PT BOTTOM PLATE %" ANCHORBOLT, USE EACH SIDE WITH SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT SCALE: N.T.S. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT 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 SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION, 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. BUCKS: • FOR WINDOWS, SOD, AND SWING DOORS USE 2X4, 2X6, 2X8, lX6, 1X8, DOUBLE 1X6, OR DOUBLE lX8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. BUCK ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12"' O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C, ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 2 1/4" TAPCONS AT 4°" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. ij�� - DRAF WO SERVICES PHONE: M2) 2 7-71 2 m N N , W � m A a Q U 0 z H u A 5 A d z H ~' U Z rl 10 Q W A No A0 ��m0 �J H Mti �I-�-I•J U ] U V)Nxw � xW00a� W z 0u U� PAUL WELCH INC. MECH-ELEC-CI ENG 1984 SW HILT ORE $T. #114 PORT ST LUCIE, PL 34994 PAVL WELCH, P.E. PLA REG. No. 29945 Date: Jut 1 3 2414 SCALE: AS NOTED JOB No: 518-0425 A6 ,;fl5 (TYP) STUCCO OVER WIRELATH WITH 11GA. 2" NAILS w/%" 0 HEAD 06" O.C. OVER %" METAL RIB LATH " O.C. w/(2 LAYERSOFT 15# FELT OVER EACH FRAMING MEMBER). 8" PRECAST LINTEL w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION; SHEET—A3) 8'-1" TYPICAL WALL HEIGHT h 6'-8" WINDOW HEADER HEIGHT v a REBAR w/90' HOOK 8"xB"x16" CONTINUOUS CONC. BEAM BLOCK w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL 8"x8"x16" CONCRETE BLOCK COLUMN w/(2) #5 BARS VERT. IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH %" THICK #5 REBAR w/30" MIN. LAP SPLICE (2500 PSI) CONC. FOUNDATION (SEE SHEET —Al FOR SIZES AND SPECIFICATIONS) SCALE: N.T.S. A SINGLE COURSE OF 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQ.) ALONG TOP** REINFORCED WITH (1) #5 BARS CONTINUOUS IN EACH BLOCK •4 a r LINTEL TYPE 8F16-- 1 B/1 T PRECAST CONCRETE LINTEL) (SEE SCHEDULE FOR DESIGNATION AND REBAR REQUIREMENTS) REBAR PLACED IN LINTEL MUST BE CONTINUOUS —NO SPLICING ALLOWED f1 SET PRE —CAST CONCRETE WINDOW SILL (SEE DETAIL 3, SHEET—A6) 8" CMU BLOCK WALL— REINFORCED AS NOTED ON THE PLANS AND INDICATED IN ` DETAILS (ALL VERTICAL BARS SHALL BE HOOKED INTO TOP BOND BEAM BLOCK) 2 COURSES OF 8" " BOND BEAM BLOC (CEMEX/RINKER TYPE T81 OR EQ.) H (1)#5 BAR CONTINUOUS EACH COUR! ALONG TOP OF WALL, FILLED SOLID GROUT HORIZONTAL BOND STD. 90' ACI HOOK (TYPICAL) BEAM BARS WITH (10" MINIMUM) 1 COURSE OF 8" BOND BEAM BLOCK (1)—#5 BAR CONTINUOUS FILLED SOL WITH GROUT (1) #5 VERTICAL BARS —TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-0" WIDE #5 REBAR WITH STD. 90' HOOK TYPICAL 5 VERTICAL # ELEVATION VIEW AT TOP GROUTED SOLID WALL REINFORCING ® 48" ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE O.C, AND AS INDICATED (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED ' ON THE PLANS SOLID (SEE PLANS FOR LOCATIONS) STEPPED BOND BEAM DETAIL ;. "PROVIDE (2)—ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1". 2 A7 TYPICAL PLACEMENT AT WINDOW OPENINGS SCALE: 1/2" = V-0" ml SCALE: 2"=1'-0" ij�� - DRAFTING SERVICES aw.rinnn�zcc PHQNE: (772) 237-7942 N N r� A A A U 0 z 0 H Q d A d z �+ U v� z I` 00 N� W u U) <G) U �N0w x� 44 L a xz p 0 �l z 0u U� PAUL WELCH INC. MECH_HI,EC-CIVU- ENG 1984 SW EIET ORE ST. #114 PORT ST LUCK, FL 34984 PAUL WELCH. P.E. P RE.G No. 29945 JUL 13 2011 Date: SCALE: AS NOTED JOB No: 518-0425 A7 Hatch Legend TRUSS NOTES: �� CEILING @ 10' 2.5/12 VAULT BRG WALL Ca) 9'- 4" BRG WALL C) 11'- 8 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. CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4. TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. TRUSS TO WALL CONNECTOR SCHEDULE PROVIDE SIMPSON "STRONG -TIE" TRUSS CONNECTOR TO WALL ANCHOR STRAP FROM THIS TABLE FOR EACH WOOD TRUSS BEARING POINT AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIFT REACTION FORCE AS SPECIFIED ON THE APPROVED PRE -FABRICATED WOOD TRUSS SHOP DRAWINGS TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR ID POINT UPLIFT ID UPLIFT FASTENERS REMARKS DESIGN Al, A2, A3 & A4 1ST 821 HUS26 1550 (20) - 16d GRA 1ST & 2ND 2335 (2) HETA20 2500 (12) - 16d GRB 1ST 1761 (1) HETA20 1810 (9) - 10d x 1 1/2" GRB 2ND 1889 (2) MTS16 2000 (14) - lOd a 1 1/2" SEE DETAIL 7 SHEET -AB GRP 1ST & 2ND 2398 (1) DETAL20 2480 VALLEYS CONT. 100 # PLF ( )-MTS16 1000 (14) - 10d x 1 1/2" 1 STRAP AT EACH END AND AT 24" D.C. O ALL OTHERS LESS THAN 1450# EACH <1450# (1)-META12 1450 (7) - 10d x 1 1/2" AT CBS BEARING ALL OTHERS LESS THAN 1000# EACH <100# (1)-MTS16 1000 (14) - 10d x 1 1/2" AT FRAME BEARING O VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SDx2 1/2" TO SUPPORTING TRUSS AND (3)-#9 SDxl 1/2 TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTRC SHALL BE INSTALLED AT EACH END AND 24" O.C. O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) 0 (1)-MGT WITH (22) - 10d & (1) 5/8" A.B. MAY BE USED IN LIEU OF CONNECTOR AS SPECIFIED (PROVIDE 2X4 SOLID BLOCKING AT TOP CHORD x 4' LONG OPPOSITE SIDE OF CONNECT OR WITH 12d NAILS AT 4" O.C.) TRUSS COMPANY: CHAMBERS LAYOUT DATE: 06/04/18 CUT -SHEET DATE: 06/04/18 10d x 1 1/2" = SIMPSON'S SUPPLIED EQUIVALENT NAIL FOR COMMON 10 PENNY WEIGHT NAIL SIDS = SIMPSON'S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL) (*) SINGLE PLY TRUSS (**) DOUBLE PLY TRUSS NOTE: 1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (CHAMBERS; JOB NO. 75217; LAYOUT DATE: 06/04/18; CUT -SHEET DATE: 06/04/18) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR SCHEDULE, 2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2017 FBC-RESIDENTIAL CODE. 3. ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHALL BE META 12; UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN. 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META STRAPS CAST -IN -PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS" MOISTURE BARRIER SEAT, 6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN, SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE. 7. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WITH TRUSS CONNECTOR. 8. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER. 9. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. 10. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 10" CAST -IN -PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HILTI HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS: AN_CIAOR DIA. DRILL HOLE DIA (MAX.) W, 'yl6" Y4 '„ 1 „ EMBEDMENT DEPTH (MIN.) 12" 12" 12" PLYWOOD SHEATHING NAILING SCHEDULE LOCATION NAIL SIZE/TYPE EDGE FIELD NOTES SPACING SPACING WALL Z SHEATHING (15/32") 0 IN ALL WALLZONES 6d COMMON 6" O.C. 6" O.C. E 2E 8d Ring Shank 4" O.C. 4" O.C. (OVERHANGS) ROOF Z SHEATHING (19/32") 0 N 2 Sd Ring Shank 9 4" O.C. 6" O.C. E Q 8d Ring Shank 6" O.C. 6" O.C. 8d RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113-INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCHES 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2-INCH NAIL LENGTH Q� QF a� ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 10 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 6 O.C. PERIMETER AND 6" O.C. FIELD ZONE 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. A= 5' DRAFTING Sl rover iwPre, PHONE: (772)'. W W W.TR3.�9VABCOw3i 0 1 U W A A A I z a 0 0 04 PAUL WELCH MECH-ELEC-CIV: 1984 SW HMTMORE PORT ST LUCM,F PAUL 3V CH, P.l REG. No. 299 Date: QU-4 SCALE: 1/4" JOB No: 518-01 EAVE „A„ I ELECTRIC AD CALCOS PER NEC 1,845 sq. ft. x 3VA (GENERAL LIGHTING) 5,535 VA TWO 20A APPLIANCE CKTS 3,000 LAUNDRY 1,500 DRYER 5,000 RANGE 12,000 WATER HEATER 4,500 DISH WASHER 1,200 WP TUB (OPTION) 1,200 REFRIGERATOR 1,200 POOL PUMP (OPTION) 1,500 POOL HEATER (OPTION) 6,000 WELL PUMP (OPTION) 2,000 IRRIGATION PUMP (OPTION) 2,000 MISC. 10,000 TOTAL 56,635 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 18,654 TOTAL 28,654 A/C HEAT W 100% 10,000 TOTAL 38,654 VA TOTAL/240V 161 AMP. USE 200 AMP SERVICE PANEL CU SEkVICE CABLE WITH (1) #4 GROUND 200 AMP PANEL — MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE 3 WIRE DED SERVICE CU WIRE TO COLD PIPE WEATHER HEAD ELECTRICAL M L LEGEND SWITCH $ DIRECT WIRE ® LIGHT FIXTURE �1 �J 3—WAY SWITCH $3 THERMOSTAT ® CEILING MOUNTED 4—WAY SWITCH $ ♦ PHONE if LIGHT FIXTURE rp1 w/PULL SWITCH LJ DIMMER SWCH $D TV JACK EY1 120VOUTLET � SMOKE DETECTOR Q RECESSED LIGHT HALF —HOT OUTLET (;p CARBON MONOXIDE co RECESSED VAPORPROOF LIGHT DETECTOR 220V OUTLET V EXHAUST FAN SAW FLOOD LIGHT D11 GFI OUTLET PUSH BUTTON 1-_3 WP GFI OUTLET Cfi DOOR CHIMES � CEILING FAN with x ALARM PAD o LIGHT QUAD OUTLET PANEL E;=_] A/C DISCONNECT METER C� GARAGE DOOR — 1 °2j FLUORESCENT CEILING OPENER LIGHT FAN JUNCTION BOX ❑ SPEAKER GARBAGE DISP. LIGHT FIXTURE WALL MOUNTED OVERHEAD SERVICE FROM FPL 2" RGS SERVICE 2" RGS OR DETERMINED BY POWER COMPANY IMC CONDUIT (W/(3)#4/0 THHN CU OR EQUAL) W/(3) #3/1I THHN CU OR EQUAL N RATING--10,000 A/C fERRUPTTNG) #4 STRANDED COPPER GROUND TO 5/8"x20'—O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) ABOVE GROUND ELECTRICAL RISER 120/240 V. 1 PHASE, 3 WIRE SERVICE NO SCALE 2" RGS OR — IMC CONDUIT W/3 #3/0 THHN CU OR EQUAL 2 POLE, 1 PHASE SERVICE #4 STRANDED GROUND TO 5/8"x2O'-O" EMBEDDED IN FOUNDATION (OR NEC EQUAL) CU WIRE BOND TO COLD WATER PIPE /ice ■--------=------ ■■— — — — — — — — — — — — — — — ■ \� \ GFI GFI / I I METER 1MIN RATING= 0,000 A/C INTERRUPTING) 2" RGS OR SCR 0 PVC CONDUIT 3#4/O THHN CU 0 EQUAL SERVICE DETERMINED BY POWER COMPANY FROM FPL UNDERGROUND ELECTRICAL RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE ti3l.Pi[�7 u 7 � \ II \ II \ 1 I I I I HB I 1 \ / ­k A C\ LI — — — — J I I L---- i�l I / WNGHM / wH Sc, AHU WH V \ ` . v Dlsc= If�_-169 I I ELEC PANEL WP GFI LANDSCAPE :SUB —OUT ELEC METER DRAFTING SERVICES ]OAH IAPP"�I.IC PHONE: (T 2) 2 7-72 www.'t"sMtn"eo.,ar�ssnrruacc®, � N s A pz� u , z Q A u 0 z A 5 A z U z I --I n r p 1 A W uw U �aa� �'I M NOw Pa u � a on U I'y PAUI_ WELCH INC. MIiCFI-ELEC-CIVII. VNG 1954 SW BII.TMORB ST. 0114 PORT ST LVCIE, PL 34994 PAUL WELCH, P.E. PI -A REG. No. 29945 Date: JUL 1 3 2018 SCALE: —EL= T-0„ JOB No: 518-0425 E I