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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill Area0 OFFICE USE ONLY: DATE FILED: REVISION FE 1 2. 3. 4. PERMIT # 2001-0637 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX d772) 02.157S APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SJ JFS ADDRESS: PANISH WAY DETAILED DESCRIPTION OF PROJECT REVISIONS: ADD A 9' 10" X 6' SLAB OFF BACK OF REAR PORCH FOR GRILL AREA CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAlvlr 1 1 nz vv i ADDRESS: b South Usniwy Suifi CITY; Fort St. Luc>e c PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME Wynne Building Corporation COUNTY CERT. #: 8898 FAX: 772) 878-7 6 ADDRESS: 8000 SouthHwy. I Suite 402 CITY: STATE: PHONE: (772) 878-5513 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL PHONE (DAYTIME): (772) 287-8258 FAX: Revis9d07/22/2014 R�Vlo'%j N ZIP: TYPICAL NOTES: SCALE 1/4" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. G(��(ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be installed C960, C1002, C1041,C1111, C1118, C1218, or and shall according to the following: (FBC R102.3.5) Dr wall g Thickneas Location Orientation Framing Member spacing Max. a p g of fasteners Nail aizng options for installation of drywall into Spacing Maximum wood framingmembers Nails Serewa 2" x men. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �21I Walls Ether IL" g IG" 0.080" dia. x 1 5/8" long with Direction 15/44" head OR Ggpaum board nail 0.084" ilia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail Walls Either 16.1g" 16" 0.092" dia. xR 1 1/8" long with Direction I/4 head OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at Vo.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic tile surfaces installed shall conform to ASTM AIOS.I thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131J 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanylnxSToke E 84. developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L o.c. et all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal urricane anchor at eh truss with (10) 10d x 1 1/2" na Is ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge E Fascia 2" x V Sub -Fascia Kagcan full o vent vmBi soffit installed using 1/6' dia shank x 15" long gals. roo"n nails with 3/8' dia. head per ct produapproval -sae chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vart. w/ 30' overlap at each filled cell Grade 12 Wood Base TYPICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) yR-30 blown fiberglass in bottom chord of trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete -and (I) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RG01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). "Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L and Visqueen over / clean compacted termite treated fill 1III--III; 14% x 18''d Concrete footing with (2) #5 bars cons. and 45 transverse bars at 48" o.c. tale : 1/2" = I'-O" Masonry Beam 1u Head fixed door sliding door 1 1/2" Sill Door Detail Sliding At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,30L sq. ft. REVISION Front Porch = 23 sq. f Rear Porch = 118 sq. f L&_e T Garage = 303 sq. ft. Total Under Roof= 1150 sq, ft. P001��Total Cubic Ft = CODE COST. LUCIC UNT` 2' AAV To Septic 2" I KTICHEN 2" VTR IL 2" I 2 MASTER 2„ BATH 3" FLAU14DRY PLUMBING RISER I" x L" F.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall al Flooring Install SGD thru buck into block with 3/I4" tap -con with 11/2" penetration at L o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a'x 4'-2i"" 54i8'x 50%" Single Hung ZONE 4 2, V-2%"x 5'-3 %' 15' x 63 %," Single Hung ZONE 4 3. 2'-2k2" x 3'-2 )'"" 21 iz"x 38 i"" Single Hung ZONE 4 4. 3'-1 i"'z 4'-2 %" 38ia'x 50%'; Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-0' X 1'-0' 120' x 84' Overhead Garege Door ZONE 5 B 3'-0' X V-8' 41 i,"x 83iq' Fiberglass, Panel - Inning ZONE 4 C L'-04 X V-so 14' x 81 '/,' room', Sliding Glass Door ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 32' x 81 %2" E X-an X 6'-8' Solid Core - Wood - L-Panel F 2'-8' x 6'-8' x 1 i;' Solid Core - Wood - 6-Panel - Pocket G 2'-8' x V-8' x 1 %," Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-O' X V-8' Solid Core - Wood - Pocket J 2'-L' X 4'-8' Solid Core - Wood - 6-Panel - BI-FOLD K 2'-8' X V-8' Solid Core - Wood - 6-Panel L 2'-O' X 1.'-8' Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'-O' X V-S' Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8' Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction O O ■ 0 I ro 0) O H.B LW " 12'-I" OPTIONAL PATIO/SLAB 2" O O . - - - - - - - oa o0 o o 10'-10" T-8" 0 COY ERED CIO PO PCH DEN MASTER 0 BEDROOM =- © 0 ado 1101104 o 0 0- o I o a I 18'-10" I GREA-t ROOM _ O o CLOS*R�,) I I ttpPWDo R� DINING - ROOM I I Tankleas WH I 0mounted O abovea.r.f. J ' E --------- GO Amp o vinyl sTA P nel I W OOp '�rrr'as IIOU K r 7ANDER Q /gRYER u GARAGE 411 I I3,_43/e 4., 14'-O" C9 I Q lL/AUNDRY 6 F O � KITCHEN Br ------------------- 1 1 O ddskI I I o 0 I so 0 o ao ENT Y o 6 N0 L STORAGE I 1 /8" drgeall 1 I i I 0 Hsi I� I � a ao 0o j oa oo a 2'-45/s' 2'-4 10'-0" 11"-2 3/s "' 4"_ 9 '/4" 19'-O 3/s n Install windows thru buck into block with 3/I4" tap -con with 11/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at aid and 20' o.c. max. Exterior face at head and all per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaiascomcast.net I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS WUnne Building Corp. The Cottage Sppionish Lakes St. Lucie County Florida ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE RIGHT Date Drawn 8-3-20 Drawn by: (C.C.U. Checked by: D.R.B. Attach buck to block wall with v Uoul v a-V o 0) LL O pMeter H.B. 1/4" die. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall arias 71:1Ly #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and Data 11 at Door Prior to door attachment NTS Revisions Sheet Comm tt 2. I9-�221 OF 5 STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FiLL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR F-OUNIDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 6 A-35 SPECiFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Ang changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision -4. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at -f8" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 2-" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 5 bar vertoverlap w/ 30" overlap Fill cell with concrete and 3(1) #5 bar vert. (t ical). Thicken edge to 8"x8" at each Filled c gp 9 SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous Vxb" 410/10 WWM on 10 mil Visqueen over see foundation plan notes for clean compacted termite treated fill Base spacing at openings p 4" concrete slab with fibermesh OR GRADE 6 x6 #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill — Grade I I I I I IIII {�} i t III IIII-IIII—IIII IIII IIIIII - w x 18"d Concrete footing —IIII III with (2) #5 bars cont. and 45 3„ transverse bars at 48" o.c. 3„ 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-5" 4" concrete slab with fibermesh OR iJ #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan DETAIL AT V_J 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter I6" below finished floor 45 bars cont. bottom steel GARAGE STEPDOWN SCALE 1/2" = 1'-0" imam E Contractor to provide proper foundation chairs for proper steel installation 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ -30" overlap Corner Steel La at each filled cell #5 bar cont. in curb Fill cell with concrete and (1) #5 bar vert. (tgpical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verifg based on Base see foundation plan notes for foundation plan spacing at openings 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill zo Grade � II I - 1II I IIII 14"w x IJ Concrete footing J with (2) #5 bars cont. and #5 3 transverse bars at 48" o.c. 14" Tj GARAG CURB DETAIL SCALE 1/2" = 1'-0" IIII _ 3011x30"xl6" concrete column footing with (4) IIII-'- II —III 45 bars each wag III 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-7 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. nts Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location _cr O 9='psa'ra Ingle Filled Cell Column NTS Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NITS 0 I 0 ■ U qU ;o 25'-2" 4 OPTIONAL 0 PATIO/SLAB 4 I r— — — — — — — ---------------- Rear Patio/Slab I 1 to be poured separate f I I from the house slab. I I I ® I I I o I I I of I � D OD I FI I -----� I r -� - FI Rear Patio/Slab to I be flush with bottom of siding door recess. Slope 1/2" I I �I I I 1 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over ° clean compacted termite treated fill I � I 1 �I O 6H Ws R KOe -i I i Tankless wH mounted above 1 48" a.F.f. I o o= Amlp I �v� ana Dw r - W AND RTACrI I °1 w" 0 1 /gRYER I I -0 C> �4bova I I — _ N CV o I I „El U, -B a 1 FI I I N `LO o I f------� I law IFI lao ool I -#v U ILIL 1 O o I FI 1 1 v7 I I� FI 1 w L , I Q I —------� a o L--I I— — — —— 5--- --� --T-T-T- 0 0 o 0 0 0 0 0 0 0 1.5" Recess for o Garage'Door 11'-2 %" 0 I 0 y eter C" CLUE COMPLIANt, ST.'LUCIE COON- 10 C FOOTING SCHEDULE Mark Sme Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q With With x I Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" PANEL "A" Pales BR Load Wire Description oro# sire# Description Wine Load DR Pdea 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw 50 2 1 20 1.2 ke #12 Clothes Washer 3 1 20 IS km #12 Kitchen S.A.C. 5 L Drop #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. -1 e 1 20 - #12 Bathroom Recepts 9 IO Ain Condorisor #10 5.0 kw 30 2 1 20 1.2 km #12 Dishwasher II 12 1 20 1.2 Its #12 Microseve 13 14 Ain Hared $10 6.0 kw 30 2 1 15 - 814 General Lighting I6 It. 1 16 - $14 General Lighting 1-1 18 WH 88 1.6 km 40 2 1 16 - #14 Generd Lighting 19 20 1 15 - #14 Ganard Lighting 21 22 88 1.6 km 40 2 15 - #14 General Lighting 23 24 Spare 25 2L GDO 812 0.81 KW 20 1 rm1 Spare 2128 spare Spare 29 30 Spere PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Range......................................................... .Refrigerator.................................................. Microwave..................................................... Dish .Washer...................................................1 Clothes .Washer ............................................... Clothes,Dryer................................................ Water Heater . , , , , . , , , , Garage. Door. Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1609 3 4.821 2 1.500 3,000 1 12,000 12,000 1 1200 1200 1 1,500 1.500 1,200 1,200 1 1,200 1,200 1 5 000 5 000 I 15,200 15,200 1 810 810 Total Watts 45.431 First 10000 Watts e100% 1 10,000 10 000 Remainder 3SM31 e40% 1 O 14.348 Electric Heat or A/C 10,000 Ot 5% 1 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Egaball Recessed e Push Button Switch Exhaust Fan Duplex Outlet ¢ Cohng Mounted Light -00 Special Receptacle ♦ Wall Mounted Light Ise B.F. GFC Waterproof interruptergroup fault circuit Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector Flood Light T2) Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Coding tan ® Television Jack ® Telephone Jack ,C DISC A/C Disconnect ® I x 4 Florescent Light I ® 2 x 4 Florescent Light ® Speaker Nook -Up = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2"PVC (f schedule 80 2" rigid sari A/C disc. A/C disc. #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule AMP 40 conduit sleeve AMP into attic MCB PANEL AHU PANEL ql 200a rated meter can atem bonding ME ER Intersystem bonding :erminationpant 2" PVC (FPL Termination pant schedule 80 2" rigid service FPL 1 1 ground rods - I I ground rode ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs LA-W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment 124 CFM IOxlOxl COVERED PORCH DEN M STER B ROOM 12 B/ 149 CFM 12xLxl _ I`�I �Tr I 124 CFM I I IOxlOxl I I I I I 13 CFM 8x4x4 14xi4 e J'1 R-7 t-r 5 CFM ` ' I 8x4x4 12 B�/A GREA-t ROOM ° I I CL SET 112 CFM 112 CFM IOxlO)de I IOxlOx18 I N9 ° A T 19 CFM 2 CFM H Ra 8x4x4 8x4x4 PwD N 08 2 NIG I RINING OOM Tnnkless WH H B mounted above 48" a.f.f. v Z2" x 3L"l - - 14tsic Access �atth fight 1 ___� 150 Am as ACK Panel o o r� �� HER DW r I 1 Ill CFM IA ove 1 3 CFM GARAGE 12YAxl RfA 20x2O I/ I 8x4x4 KITCHEN 1 .I I 1 Cangf - -i --LF-LNU / \\I ILe 38 CFM ENTRY 8x4x4 r------------------- i I I I I I 1 I I I 1 I I I I I I I I I I I I I I COVERED PORCH on 5kw �JJ,J DINING H.B.i I l�l ROOM eter H.B. loll Wire For Front Post Light WP GFCI DEN S11 I I I I I GREA1 ROOM I i • �111 111 ��� d�d• - ei •r (E: r r C 6'-3" 1 i; m i- m 1",ol E C /4 N I C /4 L L A U T Y � (V aK37 `von ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2_ Provide and wire aTl required smoke t Carbon of period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plane 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5_ ALL exterior outlets to be WP/GFCI protected_ other phase of installation that may have been damaged. 6. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements necessary for the equipment to be placed in 9. A/C Refrig�qrLt lines that are run fhru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be installed in metal EMT sleeved in 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed ayystem shall be fullg operative. and telephone company. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required_ 18. The electrical system shall be completeig and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work_ SCALE: 1/4" = 1'-011 ��a Post Light with I Photo cell MASTER BEDROOM GFCI CLOSET 4�CI ankless WH mounted above 48" a.f.f. 2:2 x 3L"�Pull chain tuc Accerl Pqight in attic h light J 150 Amp Panel Optional penal GARAGE i...,....•.. vpener -Lc fEl- I I I I I I I I I I I I I I I 1 I I I I I I I I R SION ° Install oulet under disc. ,6 <ot shown for 'CI clarity � Exhau Thru A//IC eter H.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC ELECTRIC/41... FLAN SCALE: 1/4" = 1'-O" Attic Ventino Calculations FBC 2309.7 Total ,Attic Space = I,924 sq. ft. Venting Rdtlo 1/150 = 12.82 sq. ft. required Provide ,A Continuous Vented Soffit Braden t Braden AIA, PA WW ripe Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue The Cottage GARAGE 3-24-20 Drawn by: 1 9 - 2 2 1 Tel : (112) 281-8258 RIGHT C.C.U. F. - l Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spparilsh Lakes St. Lucie County Florida Checked Stuart FL 3499L #AAC000032 . D.R.B. OF 5