Loading...
HomeMy WebLinkAboutBuilding Plans;;. " + n,., .m> _ _.� t.tSyd .. -... ai, _ .F"'+. tea, , ..,-r .,*- ,.., ml°z...-.�.�n..-ps r.^ ..e.ji'x.,. ,�-. �...,LNn--, C�4� 36 = O L FCC __ IERCE 9 FL 3 4 1 C O.T TRAIL S/D - BLK 3 - LOT 13 AND 14 V BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA G OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. OVERHEAD GARAGE DOOR 824/819 DAB DOOR COMPANY NO -GLASS Ufa x 1 %" LAG SCREW INTO .WOOD OR SLEEVE ANCHORS W/ 1-Y4" MIN. EMBED. INTO MASONRY (3 PER BRACKET) +40.0 -44.0 SEE ELEVATIONS NOAg 17-0919.11 SINGLE DOOR SERIES .. FIBERGLASS PLASTPRO NO -GLASS Y4" x 1-Yi' MIN. EMBED. TAPCONS SPAC. ® 14" O.C. MAX. +/-65.0 SEE ELEVATIONS FL# 15213.1 SINGLE DOOR OPAQUE FIBERGLASS PLASTPRO IMPACT JIV x 1-Y4" MIN. EMBED. TAPCONS SPAC. 0 14.25" O.C. MAX. + -65.0 % SEE ELEVATIONS FL# 17184.7 SINGLE DOOR WISDES GLAZED 'FIBERGLASS PLASTPRO IMPACT Y4 x 1-4"MIN. EMBED. TAPCONS SPAC. ®14" O.C. MAX. +492 -50.TH . SEE ELEVATIONS FLU 20468.8 SINGLE HUNG WINDOW SERIES 185 MI WINDOWS AND DOORS IMPACT 3(e x 1-Y4" MIN. EMBED. TAPCONS SPAC. 0 16' O.C. MAX. +%- 55.0 SEE ELEVATIONSFL# 17499.1 PRODUCT DESCRIPTION MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER TYPE. SIZE, SPACING & EMSEOMEh? PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. DIMENSIONAL ROOFING NAILS PER FBC 1507.2.6/FRC 905.2 ASPHALT SHINGLES LANDMARK IN. (6) PER 3 TAB VOLT: 194 mph VOLT: 160 m h P NOA 16-1109.18 # HURRICANE SHUTTERS N/A ' VINYL SOFFIT VINYL KAYCAN LTD INSTALL WITH T-NAILS 0 12" O.C. MAX. AT WALL do TRIM NAILS/STAPLES +j-66.7. +2&0 FL(� 18503.1 COVERING • 16" O.C. MAX. AT FASCIA MULLIONS N/A 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS F 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. a 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. ---______.......... ............ ... NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 - ='1 �I 'x?. R'U Ceti rd " J ,. ;x2, 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7 10.ii 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 do STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 %" SUSPENDED SLABS: 1 Y2' 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. IL 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 111.5 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" B HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH ® 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 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX 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. ?t91 / UF� � t`NNUS aLATION NOTES 1. INTERIOR TO BE %" DRYWALL FINISH. s 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. X" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64 HEAD; 0.098" DIAMETER, 1 34" 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 do 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 1858 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-CEIUNG 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 ASiM E 84 OR UL 723. Planning& Development Services Department Building &Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-ISS3 nn Certification for Design Load Compliance b Pojece Name:. , POwRc';iAeyite- Project Address:. Taj�Oj Af-MIJ ;Rood :Yo,+ Aeree , )`L. 34gs1 Permit R: Occupancy Type: ^. wistructlon Type; �14 INSTRUCTIONS FOR USE:. • Thiscertffiamtlon must be completed,signed, and sealed by the design professional of record. • Sub (2) copies for residential, (3) copiesfw commercial with all permit applications involving thefollowing. New Residences (single m multi-familyl a Residential Addition o Any gocessorystructurerequiring a building permit a Any gen-residential structure, - ' Note: Form not required for interior renovation provided that no exterior structural elements are affected and certaln minor building Permits at the discretion of the focal building official. Contact the %above for questions. DESIGN PARAMETERS AN_9 &UMMEMONs YNI)S {complete all that apply). 1. DESIGNCODE: Fiorlda 101 Code Sixth Edition with 20-Supplemebts using ASCE lad ' StructureDeFlgped as (check one):Enclosed -_Partially Enclosed _Open 3. Risk Category:1 Y II��_III_IV Exposure Category:l_R_C `D 4. Design Wind Veloclty__,gt._1ph_-_ASD_kRFD End Zone Width: ft 5. Mean Roof Haight I R Roof Pitch: ::2 Parapets R 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ ITIARn, dearW IabNan allplanupeN P. 4iS,9 +15.4 H)S, f +ZH-Z, 2. +a 9 Zones:, one2-._1 Zone3:-65.o Zones: �Y.f.2- .Zone S: .+�Z•'i Garage-z&"i 7. Design Loads Fimr. PSF Roof/Dead:_72�0_.PSF Roof/Live'. W. Balcony: PSF DPdt PSF Deck. PSF Stairs: PSF fence: PSF Railings: PSF 8 Were Shear Walls Considered For Stmcture7_Y sec -,,,-oar Applicable Explain Wdhy Nut 9. Is A Continuous Load Path Provided? Yes -„_Not Applicable Explain Why Not: 10. Design Soil gearing Pressure:2_5 PSF Soil Test Reports Submitted? Yes DESIGN PROFSSSIONALCERlglrATWNSYAtEN1E4T• 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed. to comply wit 41ayP'�ri4��batg�auctural parttons of the building miles currently adopted and enforced by St. Lucie County .i' siq.Riffuy.tr� ! ral elements depicted on these plans provide adequate resistance to the design force $ "t F,N Csi+aBf>e4. F � � ,,/j grtawe AMA Print Name $ Con a & Co. Cert Auth. E F WWs:rim,�4;.1 dr'"R.r1S:GGj S I S n a t u p 0af W �ZS �e• (SF -Epee 91 v,4, 5,,ic 20-2, '/IfllAltlltt Company Name$ Address Revised 12/07/2011 GENE n�`ITES i. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY AL.L.. DIMENSIONS, CONDITIONS AT JOB .SITE, PLANS, SPECIFICATIONS, ETC. 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 NEGUGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRO 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 '/." 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 h UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETUN PIPINO IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. a 1 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. ELECI RICPhise 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2. A MINIMUM OF 75X OF THE LAMPS IN PERMANENTLY INSTALLED UGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75X OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY 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. 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. 8. 'PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. .ENERGY CONSERVATION .�" �a RESIDENCE SHALL BE IN ACCORDANCE *1 F II FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED 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 SPIWNG 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 F DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED �(� ED AND LABELED IN ACCORDANCE WITH R402.4.3. G MPLI 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAYF CARD IN C01 ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. yr. 11, 1111p IjOWEL ROD REPAIR as IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS. DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-Y4 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. IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE LLC IS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF QUESTIONS. PLEASE CONSULT JOAN JAFFE LLC. Yx" ,. s THESE DRAWINGS ARE THE PROPERTY OF JOAN JAFFE, LLC., AND MAY NOT BE USED FOR THE CONSTRUCTION OF ANY PROJECT OTHER THAN THE ONE SHOWN IN THE TITLE BLOCK OF EACH SHEET cc 15 DRAFTING SI ELVICEiS maerrw*ee, cic HONE (772) 237 79 2 WWWT3EASURECUASIDRAP O.^OM i kn O ti N W 0 z. Q U A z � Y LU rv. V tam Z ul tA VI >6mn J J m W cc LU LU U)ao UUN O 1J •^ in Ln M1 V Ofay d ZA 0.. LLl U.1 04 N ���\111111//✓%H Aq a- CONCRETE FOUNDATION NOTES 1. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &-STEEL REQUIREMENTS. 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 31' SUBGRADE 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 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. IS OMETRIC RISER DAGRAM 1. ALL DOWELS AND VERTICAL BARS ARE #5 2. #5 DOWELS 44" 10„ 3. ATTACH DOWELS TO FOOTING STEEL 4. VERTICAL BARS TO EXT ND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS 5. FILL CELLS AT VERTICA DOWELS 6. GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60 SCALE: N.T.S. 3" VTR L SERVICES z 41 REVIE#It1'E© FOR z HVAC LEGEND - CODE COMPLIANCE ST. LUCIE COUNTS o M 804 4 St R_ Q9 NEW BOCC N `J h . z m ud SUPPLY AIR RESGISTER (SIZE & CFM) Lono s•s NEW SUPPLY AIR DUCT (R-8 FLEX) O V u U U N 06 N Uf Ln n ■ SUPPLY AIR DISTRIBUTION BOX z v (RIGID FIBER DUCT BOARD) a a ® CEILING MOUNTED RETURN AIR GRILL (w/o FILTER) WITH FLEX TRANSFER DUCT ®p u COIF FILE /xI 0 6 0 _ II \ STATE.., F 0,0 "{e 2t4� 10'-0" BRG. 8'-0" BRG. 5'-B" T.O.W. 16"O.H. (TYP-) CRICKETS TYP. SID (TYP.) (T) 6" STUCCO AND (TYP.) - 6"X22" SCREENED - SOFFIT VENTS SPA. I I � ' o � I L I I i� I ;' l I I� I i� I "L J I I I I L I I - -- 6QAOY CLMS FOT EEAIN SAE /" 4 12 6,2 8'-0" BRG. 6'-B" T.O.W.16"O.H. (TYP.) TEXTURED CEMENT STUCCO COATING OVER 8" CMU BLOCK WALL (TYPICAL) w 0'-0" F.F.E. ASPHALT SHINGLES (TYPICAL) 71 U 7 I I i� I ;' l I I� I i� I "L J I I I I L I I - -- 6QAOY CLMS FOT EEAIN SAE /" 4 12 6,2 8'-0" BRG. 6'-B" T.O.W.16"O.H. (TYP.) TEXTURED CEMENT STUCCO COATING OVER 8" CMU BLOCK WALL (TYPICAL) w 0'-0" F.F.E. ASPHALT SHINGLES (TYPICAL) 71 U 7 7 7 F 7777 7777777 I I LEF=T ELEVATION SCALE: 1/4" = 1'-0" s II I ` II II I I II I IJI II II I IJ II II I IJII J I II I I1 8'-0" BRG. IlI I II II � I I I - , 6" X 2 2 " SCREENED CREENED SOFFIT VENTS SPA. . 0 4'-0" D.C. MAX. 71 : (�F y I . • ) " ,P ! � t$ a • I rv o mlIo � E� Z A � 2 2 .9 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: B MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 24.2 -26.2 24.2 -32.4 2 15.0 24.1 -26.2 24.1 -32.3 3 20.0 24.1 -26.1 24.1 -32.1 4 25.0 24.0 -28.0 24.0 -32.0 5 30.0 23.9 -26.0 23.9 -31.9 6 35.0 23.9 -25.9 23.9 -31.8 7 40.0 23.8 -25.9 23.8 -31.6 8 45.0 23.7 -25.8 23.7 -31.5 9 50.0 23.7 -25.7 23.7 -31.4 10 110 22.9 -25.0 L- J I1 J I I I � IJ � 1 II �LI�1 IJI _I IJ I J I I I I � I ; � I � Il II _ l I l lI I II I I I II I J I IL � I LIIII IJ I II L II � I❑II�I III IIIII I I IIIIIII I�IIIII�I I��I II-1II1�I�11�fII III�I I II I�III�I1 I II I I II II I� I II� I I }III ILI�I JIII_IIIIIII�IIf��I�II��I IIIII_I I I L II IL ' - " �\ \ ��_W\ . �� � ep` N N " /I�V � 1 1� 1 10 A9 P � 8 / S ! /J �. �u�✓�� ILl Li III_Uz 12 en I II 11 11 11 lll II IIII ILIII 6 -8 T.O.W.CALCULATE ATTIC VENTILATION 40 16"O.H. ENTRY: Z 'Z Z'Z TEXTURED CEMENT REQUIRED VENT. 86 FT(144IN/FT)/150 = 83 INSTUCCO COATING OVER SOFFIT VENT. (4 VENTS)(6"X22"X0.5) = 264 IN 8' CMU BLOCK WALL (TYPICAL) PATIO: REQUIRED VENT. 100 FTZ Z ZZ o'o" F.F.E.- - - - - - - - (144 IN/FT)/150 = 96 IN---------- SOFFIT VENT. (6 VENTS)(6"X22"X0.5) = 396 IN GARAGE: REVIEWED FOR REQUIRED VENT. 498 FT (144 IN2/FT2)/150 = 478 IN RIGHT ELEVATIONCODE COMPLIANCE SOFFIT VENT. (12 VENTS)(6"X22"X0.5) = 792 IN SCALE: 1/a"=1-0" ST. LUCIE COUNTY z BOCK V> W cc)woLULII-f7 CC oLu w n� LJ -IJ IJuILLGo Iz U) u') Ln 8'-0" BRG. 0 FILE COPY Ln 6'-8" T.O.W.16"O.H. \a111 (TYP.) 6 TEXTURED CEMENT STUCCO COATING OVER TATE OF 8" CMU BLOCK WALL 0-0° F.F.E. r (TYPICAL) 7------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d � 6"X22 SCREENED SOFT VENTS SPA . ® 4'-0" O.C. MAX. REAR ELEVATION SCALE: 1/4" = 1-0" SCALE: . 1/4" = 1'-0" JOB No: '520-0754 2 2 .9 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: B MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 24.2 -26.2 24.2 -32.4 2 15.0 24.1 -26.2 24.1 -32.3 3 20.0 24.1 -26.1 24.1 -32.1 4 25.0 24.0 -28.0 24.0 -32.0 5 30.0 23.9 -26.0 23.9 -31.9 6 35.0 23.9 -25.9 23.9 -31.8 7 40.0 23.8 -25.9 23.8 -31.6 8 45.0 23.7 -25.8 23.7 -31.5 9 50.0 23.7 -25.7 23.7 -31.4 10 110 22.9 -25.0 L- J I1 J I I I � IJ � 1 II �LI�1 IJI _I IJ I J I I I I � I ; � I � Il II _ l I l lI I II I I I II I J I IL � I LIIII IJ I II L II � I❑II�I III IIIII I I IIIIIII I�IIIII�I I��I II-1II1�I�11�fII III�I I II I�III�I1 I II I I II II I� I II� I I }III ILI�I JIII_IIIIIII�IIf��I�II��I IIIII_I I I L II IL ' - " �\ \ ��_W\ . �� � ep` N N " /I�V � 1 1� 1 10 A9 P � 8 / S ! /J �. �u�✓�� ILl Li III_Uz 12 en I II 11 11 11 lll II IIII ILIII 6 -8 T.O.W.CALCULATE ATTIC VENTILATION 40 16"O.H. ENTRY: Z 'Z Z'Z TEXTURED CEMENT REQUIRED VENT. 86 FT(144IN/FT)/150 = 83 INSTUCCO COATING OVER SOFFIT VENT. (4 VENTS)(6"X22"X0.5) = 264 IN 8' CMU BLOCK WALL (TYPICAL) PATIO: REQUIRED VENT. 100 FTZ Z ZZ o'o" F.F.E.- - - - - - - - (144 IN/FT)/150 = 96 IN---------- SOFFIT VENT. (6 VENTS)(6"X22"X0.5) = 396 IN GARAGE: REVIEWED FOR REQUIRED VENT. 498 FT (144 IN2/FT2)/150 = 478 IN RIGHT ELEVATIONCODE COMPLIANCE SOFFIT VENT. (12 VENTS)(6"X22"X0.5) = 792 IN SCALE: 1/a"=1-0" ST. LUCIE COUNTY z BOCK V> W cc)woLULII-f7 CC oLu w n� LJ -IJ IJuILLGo Iz U) u') Ln 8'-0" BRG. 0 FILE COPY Ln 6'-8" T.O.W.16"O.H. \a111 (TYP.) 6 TEXTURED CEMENT STUCCO COATING OVER TATE OF 8" CMU BLOCK WALL 0-0° F.F.E. r (TYPICAL) 7------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d � 6"X22 SCREENED SOFT VENTS SPA . ® 4'-0" O.C. MAX. REAR ELEVATION SCALE: 1/4" = 1-0" SCALE: . 1/4" = 1'-0" JOB No: '520-0754 L- J I1 J I I I � IJ � 1 II �LI�1 IJI _I IJ I J I I I I � I ; � I � Il II _ l I l lI I II I I I II I J I IL � I LIIII IJ I II L II � I❑II�I III IIIII I I IIIIIII I�IIIII�I I��I II-1II1�I�11�fII III�I I II I�III�I1 I II I I II II I� I II� I I }III ILI�I JIII_IIIIIII�IIf��I�II��I IIIII_I I I L II IL ' - " �\ \ ��_W\ . �� � ep` N N " /I�V � 1 1� 1 10 A9 P � 8 / S ! /J �. �u�✓�� ILl Li III_Uz 12 en I II 11 11 11 lll II IIII ILIII 6 -8 T.O.W.CALCULATE ATTIC VENTILATION 40 16"O.H. ENTRY: Z 'Z Z'Z TEXTURED CEMENT REQUIRED VENT. 86 FT(144IN/FT)/150 = 83 INSTUCCO COATING OVER SOFFIT VENT. (4 VENTS)(6"X22"X0.5) = 264 IN 8' CMU BLOCK WALL (TYPICAL) PATIO: REQUIRED VENT. 100 FTZ Z ZZ o'o" F.F.E.- - - - - - - - (144 IN/FT)/150 = 96 IN---------- SOFFIT VENT. (6 VENTS)(6"X22"X0.5) = 396 IN GARAGE: REVIEWED FOR REQUIRED VENT. 498 FT (144 IN2/FT2)/150 = 478 IN RIGHT ELEVATIONCODE COMPLIANCE SOFFIT VENT. (12 VENTS)(6"X22"X0.5) = 792 IN SCALE: 1/a"=1-0" ST. LUCIE COUNTY z BOCK V> W cc)woLULII-f7 CC oLu w n� LJ -IJ IJuILLGo Iz U) u') Ln 8'-0" BRG. 0 FILE COPY Ln 6'-8" T.O.W.16"O.H. \a111 (TYP.) 6 TEXTURED CEMENT STUCCO COATING OVER TATE OF 8" CMU BLOCK WALL 0-0° F.F.E. r (TYPICAL) 7------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d � 6"X22 SCREENED SOFT VENTS SPA . ® 4'-0" O.C. MAX. REAR ELEVATION SCALE: 1/4" = 1-0" SCALE: . 1/4" = 1'-0" JOB No: '520-0754 ASPHALT SHINGLES OVER ICE AND WATER SHIELD PEEL AND STICK 19/32" CDX STRUCTURAL I -PLYWOOD SHEATHING OVER PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. (SEE ROOF FRAMING PLAN SHEET -AB FOR ROOF " SHEATHING NAILINGSCHEDULE) 12 ELEV. (TYP) GALV METAL TRUSS ANCHOR STRAP SEE (SEE SHEET-A8 FOR TRUSS CONNECTOR SCHEDULE) C- FOAM INSULATION z 1'-4" TYP. PRE -CAST CONC. LINTEL CENTERED 16 LONG 2x8 P.T. TRUSS iTAIL 2X ALUMINUM DRIP EDGE OVER 1x3 P.T. NAILER SEE LINTEL SCHEDULE a A A U SIZE &REINFORCEMENT (SYP) BLOCKING FOR BEARING HEIGHT w_ SPRING (AS REQUIRED) Of EL VARIES ZAK? BEARING HEIGHT ilk Y2" THICK CEILING RATED GYPSUM WALLBOARD SHEATHING (OTHERWISE • ALUMINUM FASCIA OVER 2x6 CONT. S B FASCIA NON -RATED %" THICK GYPSUM WALL BOARD NAILED TO EACH TRUSS TAIL / (2) 16d BOARD IS REQUIRED) COM. NAILS (OR BETTER) VINYL SOFFITS Yz" GYPSUM WALLBOARD SHEATHING OVER CONTINUOUS SOFFIT VENT 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. (SEE ROOFING NOTE #4) (MAX.) AND R4.1 FI-FOIL INSULATION WITH CONT. 2x4 P.T. LEDGER BOARD w/ Y4' 3Y4" TAPCONS REFLECTIVE VAPOR BARRIER to 024" O.C. (OR BETTER) B" PRECAST LINTEL w/(1)-#5 BAR IN F SINGLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK (3000`PSI) CONCRETE FILLED CELL AT a j GROUTED SOLID WITH (1) # 5 REBAR ONTINUOUS"°* ALL DOOR AND WINDOW OPENINGS (SEE W "M" LINTEL SCH. FOR MORE INFORMATION) NEW 8" CMU WALL CONSTRUCTION WIT TYPE o � MORTAR I 00 v zz WOOD BASE BOARD }¢" MIN. CEMENT STUCCO COATING 4°' THICK (MIN.) POURED CONC. (2500 PSI MI #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" FLOOR SLAB WITH 6x6—W1.4xW1.4 (MIN.) W.W.M. LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR INDICATED ON PLAN BARRIER & COMPACTED TERMITE TREATED CLEAN iv 30" MIN. LAP SPLICE (TYPICAL) SOIL FILL (SEE SHEET A2 FOR FOUNDATION �'a',x 8" WIDE BLOCK RECESS NOTES) FINISHED F OOR SLAB FINAL GRADE col t 7771///• ' i---iiillliiil�l� 11�111�11=II�I�II,� � �-nl�ll�i� II I .. ' e///�j .t:iC " •' yy 0 z a A a 0 z GARAGE FLOOR SLAB 12' MIN. EMBEDMENT / •� j BELOW EXISTING GRADE 3` MIN. 6"' /%16"/i / (2) #5 CONTINUOUS REBAR „ CLEAR COVER FOOTING PER FOUNDATION! PLAN (2)#5 DOWEL WITH 30 OVERLAP ICI (TYP.). MIN. **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1". 1' TY - I — , O .a G ION — — -- -- — W 77 � AQ�a A SCALE: 1/2'° = -0" SCALE: 1/2" = 1°-0°' `� Q V1xA�"'' 0 • .� : ai ae ROOFING NOTES: Q SHOP DRAWI NGS APPROVED R - WOOD 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING PRE -FABRICATED ICATED SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O17 TRUSSES ®24°° O.C. W FBC-RESIDENTIAL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=150 MPH [J n/ WIND RESISTANT RATING �+ F+"1 0 G PER TABLE R9052 - INSULATION PER ° 0 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER ENERGY CODE RAT RUN 1x4 (MIN.) Y r4 U 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 ICE AND WATER SHIELD PEEL AND STICK. „ GAP (U.O.N.) 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, 0 EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2017 FBC ROOF APPLICATION STANDARD RAS No. 115. 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND SIMPSON STRONG -TIE ROOF X" THICK CEILING RATED GYPSUM U SOFFITS SHALL CONSIST OF gib" CEMENT STUCCO OVER WIRELATH WITH 11GA.x2" LONG TRUSS CLIP TYPE STC (1 CLIP WALLBOARD SHEATHING (OTHERWISE REVIEWED FOR 0 2x4S, 2 CLIPS 0 2x6S, 3' NON -RATED %" THICK GYPSUM WALL NAILS WITH %" HEAD AT 6" O.C. OVER )" METAL RIB LATH AT 6" O.C. PROVIDE (2) CLIPS ®2XSS) (NOTE: EQUAL BOARD IS REQUIRED) CODE COMPLIANCE LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. PROVIDE 6 X22 SCREENED SOFFIT VENTS AT 48" O.C. ONLY AT GARAGE, ENTRY, AND PATIO IF LIVING AREA IS SPRAY ANCHORS MAY BE SUBSTITUTED) 2x4 CONT. TOP PLATE ST. LIJCIE COI.INTY, FOAM INSULATION. OR LIGHT GAUGE METAL BOCC . °- FIRE BLOCKING T-TRACK o (SEE NOTE #1) WOOD STUDS LIGHT GAUGE METAL C-STUD ` ry ' 2x4S 0 16" O.C. FOR H=10' TO 14' 3 1 /2" 0 24" O.C. FOR H=8' TO 10' "' METAL ALL FRAMING NOTES 2x4S 0 24� O.C. FOR H=8' TO 10' 3 1/2- 0 18" O.C. FOR H=10' TO 14' i' i a 2x6S 0 24 O.C. FOR H=10 TO 14' c z -Q 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL FRAMING ATTACH P.T. WOOD STUD 3 Ln > M SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS: TO CMU WALL WITH WOOD STUD TO PLATE Y4" X 3" TAPCON AT 2-16d NAILS ® 2x4S ;:° W w w v�l A) 3X" METAL STUD: 3 1/2" (25 GA.) COLD —FORMED STEEL STX. CTURAL C—SECTION u w 24 O.C. VERT. 3-16d NAILS @ 2x6S 1 STRAP FOR UPLIFT 1175# PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 OR BETTER 2 STRAPS FOR UPLIFT UP TO 2350# SIMPSON HTSM16 ` x° i O " /\ u. ( ) USE .145" DIA P.A.F.' Ys" GYPSUM WALLBOARD SHEATING V I 016" O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE � " 05 ~ B) 3h METAL TRACK: 3 1/2" (25 GA.) COLD -FORMED STEEL STRUCTURAL T-SECTION $, PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) METAL TRACK STUD (SEE NOTE #2) COMMON PRE-€NMENT F ROOF TRUSS ;; WOOD BASEBOARD MOLDING CONCRETE FLOOR SLAB PER PLAN (ONLY) (MISALIGNMENT OF GIRDER TRUSS` °.w a s CONNECTOR TO BE AiD ItI;) max_ . ' — W w 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER-Ln ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA, x 0.145 SHANK DIA, N WITH 76" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL \/ / /� i� \ i i\ � i\�\Ngo J ,A �iNip T�i�Ni�� 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x 1 Ya S.M.S. (0,164" DIA. SHANK x Sj16" HEAD), OR BETTER. NOTES: 4_ METAL STUD 'TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH 2 12-16 x 13/4' 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEENa;HEX WASHER HEAD WOOD SCREWS (OR BETTER). O # ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0 IN HEIGHT. BLOCKING TO BE(4) Y4" x 2—Y4" 71TEN MASONRY SCREWS +% w PLACED IN A CONTINUOUS ROW AT 8'-0" + +) ABOVE FINISHED FLOOR SLAB. SPACED EVENLY 0 LEAST 1-X" FROM TOP, 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH AND INTO TOP CORD. (8) 10d X 3" 'NAILS•s>O ( / LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED S) OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL NA `\,\\ 3. _ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH A"0" TAPCONS AT 24" O.C. VERT. .r ..._..,... Bate. /I,IILW _ SCALE: AS NOTED 3 TYPICAL INTERIOR —BR PARTITIONDETAIL 4• STANDARDISTRAP MISALIGNMENT JOB Na: s2o-67.54 (NON -BEARING WALL) SCALE. 1/2" = V-0" SCALE N.T.S. -_-_ _ ________________= 11 jl IIII (IIII II �i II II II II IIII IIII=__-___ __ h Yt" GE DIA. WED ANCHOR 3 Y2" 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/ %"x5Y2" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" o SQUARE WASHER (SEE BUCK DETAIL) 1 GARAGE FLOOR SLAB•} r z wra1' w � II II II III N w ER ) I I II II II II ? IT II II 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 15# FELT OVER EACH FRAMING MEMBER) #5 REBAR W/ 90 DEGREE 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 15/32" CDX PLYWOOD WITH 10D NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD. SEE 1 ELEV. (TYP) STUCCO OVER WIRELATH WITH 11GA. 2" NAILS w/%" 0 HEAD 06" O.C. OVER " METAL RIB LATH 06" 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) SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION �— REBAR w/9O' HOOK B"x8" CONTINUOUS CONC. BEAM BLOCK w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL \-8"x16"xt6" CONCRETE BLOCK COLUMN w/(3) #5 BARS VERT. IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH %" THICK ,., --#5 REBAR w/30" MIN. LAP- SPLICE io I r° \ co (2500 PSI) GONG. FOUNDATION (SEE SHEET —Al FOR SIZES AND 36" SPECIFICATIONS) TYPICAL COLUMN SECTION A6 @ COVERED PATIO GRADE SCALE: 112" = V-0" (2) #5 1N FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION .-- PRE— ENGINEERED WOOD TRUSSES 0 24" Q.C. (MAX. SPACING) ° a "SIMPSON" STRAP PER TRUSS CONNECTO(1) ROW 8x8 CONTINUOUS CONCRETE BEAM BLOCK WITH (1)—#5 BAR IN 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x5—)r (3000 PSI) CONC. FILLED EACH CELL (S.S. 304) HILTI I KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED 016" O.C. MAX. 8" PRECAST LINTEL WITH (1)—#5 BAR STEEL TRACK BRACKETS TO BE FASTENED TO WOOD IN (3000 PSI)'CONCRETE FILLED CELL 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S (SEE LINTEL SCHEDULE FOR MORE SPECIFICATIONS (OR AS NOTED BELOW) INFORMATION) OHGD TRACK BRACKETS IQ P.T. BUCK 7' HIGH DOOR: (7) 9(6' x 1—%" LONG CORROSION RESISTANT 16" X 16" CONCRETE BLOCK HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S COLUMN WITH (4) —#5 BARS IN INSTALLATION INSTRUCTIONS. (3000 PSI) CONCRETE FILLED OHGQ BUCK AIL CELLS A6 uSCALE: N.T.S. STUCCO FINISH — #5 REBAR W/ 30" MIN. LAP SPLIC STUCCO CEMENT FINISH DECORATIVE STUCCO BANDING CMU WATER RESISTANT COATING Li (SEE WATERPROOFING NOTE #1)" FINISHED GRADE 0 i .r �" - 4 ° ° 10 P.T. WOOD FIRRING ALL (3) SIDES (2500 PSI) CONC. FOUNDATION ° CONTINUOUS \/7 SEE PLAN FOR SIZES AND WOOD TRIM SPECIFICATIONS 18" CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 P.T. WOOD BUCK UA 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. EXTERK ,6 STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK — BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK FILLED CELL AT JAMB BLOCK (TYP) FILLED CELL AT JAMB BLOCK (TYP) 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE #6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED IL BUCKS: • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) CORROSION RESISTANT FLASHING — PER WATERPROOFING NOTE #2 fi SLIDING GLASS A6 CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE SILL MORTAR OR GROUT )4" DRYWALL r tx3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS, WOOD 'RIM P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS JN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. BUCK DETAIL SCALE: N.T.S. —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. —44` FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST—CRETE (OR EQUAL) WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE 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, REVIEWED FOR 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR GOMPL1ANC THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE R� g%;OUNT®: 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. 3 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: FILE COPY 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 000RS 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. S NGLE COURSE OF 8" BOND, BEAM BLOCK ( EMEX/RINKER I# T81 OR EQ.) ALONG TOP** #5 VERTICAL BARS WALL REINFORCING ABOVE WALL OPENINGS SHALL BE REINFORCED WITH (1) #5 BARS CONTINUOUS IN PROVIDED WITH A STD. ACI HOOK TIED E CH 'BLOCK TO LINTEL REINFORCING STEEL (TYPICAL) A 1ICAL WALL HEIGHT PER ELEV. = LINTEL TYPE 77 DOW HEADER HEIGHT PER ELE • 8F16-16/1T A SECTION.° PRECAST CONCRETE LINTEL BEARING (SEE SCHEDULE FOR DESIGNATION • AND REBAR REQUIREMENTS) •: SET PRE -CAST CONCRETE WINDOW SILL (SEE :. REBAR PLACED IN LINTEL MUST BE �• DETAIL 7, SHEET-A6) OR POUR IN PLACE a..:' CONTINUOUS -NO SPLICING ALLOWED C NC SILL W/ (2) #4 BARS EXTENDED 6' (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE - -- GROUTING WALL CAVITIES (OR DRILL AND ' S T WITH 5" EPDXY EMBEDMENT) r , i i i ; : • " ED BLOCK WALL- REINFORCED AS NOTED ON THE PLANS AND INDICATED IN DETAILS (ALL VERTICAL BARS SHALL BE OOKED INTO TOP BOND BEAM BLOCK) (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-O" WIDE TYPICAL #5 VERTICAL WALL REINFORCING 0 48" ALL OPENING 8'-0" WIDE AND LARGER SHALL HAVE O.C, AND AS INDICATED (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED ON THE PLANE SOLID (SEE PLANS FOR LOCATIONS) **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1",' 1_,�TYPICAL REINFORCEMENT PLACEMENT AT WINDOW SCALE: N.T.S. 2 COURSES OF 8" BOND BEAM BLOC" (CEMEX/RINKER TYPE T81 OR EQ.) H (2)#5 BAR CONTINUOUS EACH COUR ALONG TOP OF WALL, FILLED SOLID GROUT HORIZONTAL BOND BEAM BARS WITH STD. 90• ACI HOOK (10" MINIMUM) (TYPICAL) iTD. 90• HOOK AT TOP GROUTED SOLID 2 CMU WALL DETAIL a FRONT ENTRANCE WA 8" PRECAST CONC. LINTEL WITH (1) #5 BARS GROUTED SOLID WITH BOND BEAM BLOCK ABOVE �CLEAR SPAN 0 LOW7- PLACE #5 CORNER DOWELS (30"x30")--j INSIDE AND OUTSIDE OF VERTICAL #5 COLUMN BAR EXTENSION AS SHOWN WAM PRECAST LINTEL DETAIL SCALE: N.T.S. FIELD CUT `LINTELS TO MITER END AND CUT BOTTOM TO ALLOW EXTENSION JOF 3 COLUMN VERTICAL BARS THROUGH LINTEL (1) #5 REBAR CONT. GROUT SOLID ALONG TOP OF BEAM (3000 psi) 8" BOND BEAM BLOCK (CEMEX/RIN ER # T81 3= OR EQUAL) a #2 STIRRUP (ACI TYPE m m S1)08„0.. a '? Z 3 4" CLEAR B cn a OFF LINTEL CAVITY #5 REBAR AT BOTTOM 8" PRECAST LINTEL LINTEL TYPE BF16 -1B/1T MODIFIED AS SHOWN SECTION - PATIO SCALE: N.T.S REVIEWED FOR CODE COMPLIANCE ST. LUCIE/+COUNTY BOCC FiL-E C®I DRAFTING SERVICES mw"nvxs,.•r MONE (M) 2 7 7- 2 N i 0 Q r� A A z w� cn A Ho �+ W00 x9� ® P4H°am U � � 0// W W ° �I U z �0 V M 0 N � w �v m m U M N Z J wLoo LV m b N LL J J N LnV)r P^� 22 W w N f N AS `.fie„ ��•--NSF ,� , TE0 1�uj, D 0NAS� SCALE: N.T.S. JOB No: 520-0754 1 9=_ AR I G* :COMPONENTS AS DEFINED BY WTCAI1 - 1995. 1) I ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSI STALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) 1 OR ERECTION AND D INSTALLATION OF TRUSSES RES Y TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE SCSI-131 SUMMARY 3) I N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.SHEETS AND SEALED ENGINEEREDTRUSS DRAWINGS ENG BILITY OF OT .L WEB BRAC ING TRUSS E 'BUILUER" S VVARNIN(33' —.SEE FINAL ENGINEEKINU bHEETTT01T7RE— ACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS 31-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. -OR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE S. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN AS STATED ON SEALED ADVANCE. l @IGN DEPARTMENT APPROVES THEM IN ADVANCE HANGERS ARE SIMPSON STRONG -TIE OR USP SS OTHERWISE NOTED. INSTALL ALL HANGERS ,ORDINGTO THE CURRENT SIMPSON STRONG -TIE LISP CATALOG j iAS COAST 'I TRUSS a 5285 ST, LUCIE BIND. FT. PIERCE. Ft 34946 OFFICE: (772) 466 2A80 FAX: 02466-5336' 0- CUSTOMER:Dave Golden Homes JOB NAME: Brown Residence ADDRESS:3601 Arnold Road CITY/COUNTY:Ft. Pierce / St. Lucie JOB # J40332 JOB # I MODEL:Custom SQ FT 13 DATE 09/18/201r"nLR-F=RR [A AC 1A Aol"111111NI 61G15S-31.003 (3) (1), EAST COAST TRUSS is the "Truax MAgo Engi.oee Crosses are designed m nce.rdo ea with the Florida Building Code NOTE; By approving this placement plan(s), signatured o anywhere on this sheet, the customer or his Yepresentitive acknowledges that this placement plan i I complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these I trusses and deliver them to the project indicated on this I drawing: The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than! those of EAST 99 i / L V T I S COAST TRUSS. Signed: - Date: LL I 8'-0" ODE = FBC 2017/TP12014 ASCE 7-10 A.F.F. DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY=II XPOSURE = B MWF SPEED =160 10'-0" A:F.F: BUILDING TYPE =ENCLOSED LO MEAN HEIGHT: 12.00 GRAVITY LOADS UJI FLOOR: DUR FACTOR=1.0 _ PSF=TCLL-TCDL-BCLL-BCDL 401,0,10.010 0,-5 :D ROOF: DUR FACTOR= 1.25 Indicates Left End Of Truss PSF=TCLL-TCDL-BOLL-BCDL LJJ On Layout & Engineering Sheets 20.0-20.0-0.0-10.0 FYOADS PER FBC NON-CONCURRENT BC LL 10psf TOB=TOP OF BEARING TC = TOP CHORD LJJ BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE OQpOT 12 # = POUN �� IEWED FOR5 UPLIFT MUt 41/18n Heel UNLESS RUSS .e ��t" A4"' DRAWING"V DOCC ALL GIRDER/COLUMN LOADS MUST i ►Q Aewrew ej n -Poi' Q r�r-�,'1 CaF�-�vrwucncG ll \\\\\\P J IMF NS * N 60 STATE O 41 zz 0,� F # NAL BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE g MUST BE WITH'A SPREADER BAR. THE 3PREADER BAR SHOULD BE AT LEAST 1/2 1­0 FILE COPY r/3 IN LENGTH AS THE SPAN OF THE TRUSS 3EING SET. REFER TO BCI-B1 FOR COMPLETE _RECTION AND SAFETY PROCEDURES. ALL BEAMS BY . LULDE SUPPORT ANY PLANT HELVES REV IONS 1-09-28-2020 Change Kitchen clo. hgt. to 8'-0" SJ 2- 3- 4- 5- 6- CL 1/4" if plotted 24x36) . Des'gned By: SJ - DRAFTING SERVICES �ower.rw�ma, u.c PHONE: (M) 237-7942 W W W.1'RFASURECOASI'DRAPfING.C{lbt Q z A A U 0 z oQ 5 A 0 z W 0 z Aw zU m z W 0� 00h A 0m ono o o z H� z��e god � o x � U 0 0 x M O lJ N w Z �v uj (n m Li C m v J Z W m O i LL� if � CC � � co o J J N a a W w Q U) Ln h J. �.• NSF 60 STATE �°��.' • CSC- f1 �1li'�zt��� � SS/ONA1-\\\\ Date����hr1111�\ SCALE` ` 1/4" = l'-0" JOB No: 520-0754 A8 J 101— 01• 21e®4u PLOT PLAN BROWN RESIDENCE 3601 ARNOLD ROAD FORT PIERCE, FL 34981 CROSS TRAIL S/D BLK 3 - LOT 13 & 14 GARAGE RIGHT LO 12'-10" 17'-2" 22'-0" FILE: 52'-0" IIEWELo CoMPI UCIE Ct COCC :OPY DRAFTING SERVICES �o.w.rwPae, ccc PHONE (772) 23I-79 2 WWW.TR ASUR COASTDR4PP .COM N QO0 m L Q pz� z �c a W U 0 z m a A �40 0 Wo0U z zu�H� a � F a 0 0 P4 M O lJLU N Z I-- � Uj to wv .rn V � Z M N J 0 w co w w 10 Q V V t/�LL �J^ 1� N U') U') n Z �LV 00 toa a LLJ41 w 0 � 40 rl \\ �\\\ M l i l r/S0j `�� N J_ ", Qj)-1 y�G NS N 60 0 n 1 TATE 0-k/ SCALE: 1/4" = 1'-0" JOB No: 520-0754 MOTION -SENSOR FLOOD LIGHTS I>( r/ I I`1 1 II I I I I I I HB� i I I 11 it III I I I 11 MOTIOD SSENSOR FLOTS \� _'-------------------------._,,\ D(1 #1/ CU (2 V#3 D RHHN� RIM CABLE WITH (1) #4 GROUND 200 AMP PANEL MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE 3 WIRE I 200 AMP DISC REQUIRED FOR XTENDED SERVICE ONLY) 1'i7�f �:I�I:a:151T111 OVERHEAD SERVICE FROM FPL LW/,2#,3 " 2" RGS SERVICE IT DETERMINED BY POWER COMPANY THHN +(1)21/03CUCU) UAL METER (I°000 A/C TERR PT NG) IN #4 SOLID 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 ® ® ® — t \ 1 I I ELECTRIC CONNE \ WELL PUMP, TREATMENT (SYE FIELD I STATION (FIELD N I i I xl\ II y7AFF i GFI co — � v — II \ -- �� II A\ �sov GFI L \ SC. \ C GFI II II I Q GFT ME E I PANiL PANEL I GFI I I 1 n r dh r n � r /VU9 an r l � ro I GFI HB I I i I � I -- MFLOSENSOR-------- �- -- .-- -- FLOOD LIGHTS — — — — U1 #1 /0 CU 2 � /O RHHN� RVICE CABLE WITH (1) #4 GROUND 200 AMP PANEL MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE GROUND TO 5/8"x20'—O" R EMBEDDED IN FOUNDATION (OR NEC EQUAL) 2" RGS OR— IMC CONDUIT W/2 #3/0 THHN +(1) 1/0 CU CU OR EQUAL METER (MIN RATING= 10,000 A/C INTERRU ING) :• -.:• ••L9... (3) #4 0 THHN CU OR EQUAL SERVICE DETERMINED BY POWER COMPANY UNDER -GROUND ELECTRICAL RISER ' , PHASE, NO ELECTKIIIIIII.;L v PER NEC 1,414 sq. ft. x 3VA (GENERAL LIGHTING) 4242 VA GARBAGE DISPOSAL N/A REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 12,000 DRYER 5,000 WASHER 1,200 WATER HEATER 5,000 OPT. POOL PUMP 1,500 OPT. POOL HEATER 6,000 OPT. WELL PUMP 2,000 OPT. IRRIGATION PUMP 2,000 MISC. 10,000 TOTAL 53,442 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 17,376.8 TOTAL 27,376.8 A/C HEAT 0 100% 10,000 TOTAL 37,376.8 VA TOTAL/240V 155.7 AMP. USE 200 AMP SERVICE PANEL SMOKE DETECTORS TO BE 110V w/ BATTERY BACK UP —ARC FAULT CIRCUIT. SMOKE DETECTORS TO BE LOCATED AS SHOWN. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. PROVIDE ARC —FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS, PER N.E.C. 210.12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PROVIDE PHONE AND TV OUTLETS, VERIFY LOCATIONS. MICROWAVE OUTLET TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS WHERE NOTED TO HAVE GROUND FAULT INTERRUPT. PROVIDE LEGIBLE DIRECTORY AT PANEL INDICATING INDIVIDUAL CIRCUITS. ALL WORK SHALL COMPLY WITH ALL LOCAL STATE AND NATIONAL CODES. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS. PROVIDE TAMPER RESISTANT RECEPTACLES PER N.E.C. 406.11. RUN CONDUIT WITH PULL STRING FOR FUTURE POOL EQUIPMENT. LECT IC L SYMBOL LEGEND SWITCH DIRECT WIRE LIGHT FIXTURE 3-WAY SWITCH $� THERMOSTAT CEILING MOUNTED 4-WAY SWITCH $ + PHONE LIGHT FIXTURE w/PULL SWITCH pl DIMMER SWITCHo TV JACK C>�r7 120V OUTLET SMOKE DETECTOR s® RECESSED LIGHT -�- T` TY HALF -HOT OUTLET (p CARBON MONOXIDE ca RECEED DETECTOR VAPOR PROOF 220V OUTLET EXHAUST FAN sAM FLOOD LIGHT D8 GFI OUTLET PUSH BUTTON C7 WP GFI OUTLET DOOR CHIMES E° CEILING FAN with x GFI ALARM PAD o LIGHT QUAD OUTLET PANEL Ca A/C DISCONNECT METER C� GARAGE DOOR =. FLUORESCENT CEILING OPENER �-GDo LL _ LIGHT FAN JUNCTION BOX SPEAKER GARBAGE DISP. LIGHT FIXTURE WALL MOUNTED EXHAUST VENT THRU' SOFFIT HEWED FO` COMPLIAP EXHAUST VENT THRU' R61FLUCIE COUP' BOCC DRAFT S VTCHS HONE: Prz) 239 SSW2 WWW=ASUR WASTDRA ,G.CDM o y in ?I Q A � z a a Q U 0 z 0 H A p z U �z m IS v M U �ooum �00.0 Zuo[�rn �w U O00 00 �1 1 u h+i M 0 N CJ w Z �v uj cn m U 0 M N J Z m 0 Lu w ui 10 V V 0 LL J J N �/ • ��rl Lj 00 � as LU w p cn tV n J. cE 0. �f3ir'u!� Date. SCALE: JOB No: 520-0754 El