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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill AreaOFFICE USE ONLY: DATE FILED: REVISION FEE: 4. LOCATION/S"ADELFA ADDRESS: 11SS PERMIT # 2001-0630 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGMA AVENUE FORT PIERCE, FL 34982-5652 (772)462-155(79) 74 APPLICATION FOR BUILDING PERMIT ktEVISIONS PROJECT INFORMATION 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. #: ST. LVCIE COUNTY CERT. #: 8898 BUSINESS NAME: Corpora ion QUALIFIERS NAMb South UmArTTIu1 e ADDRESS: 2S(1 wy CITY, —P-0-ff St. Lucie STATE: ZIP:' 3495 PHONE (DAYTIME): FAX: 7 2 878-7 56 OWNER/BUILDER INFORMATION: Wynne Building Corporation NAME. ADDRESS: CITY: PHONE: STATE: FAX: ZIP: 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: PHONE (DAYTIME): (772) 287-8258 FAX: Revised,07/22/2014 �(�_ \-b(.0 "�) -C-) 35'-O" t c "FLOOR PLAN ■ i 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. S. 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 by 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. 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 6" Masonry Beam I" x P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened node 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. Gyyppsum board material shall conform to ASTM C36, C19, C4�15, C514, C630, C931 C1396 shall be installed C40, C1002, C1041,C11-1-1, C1118, C1218, C1395, or and according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximumwood framin members Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �21I Walls Either I6" 81 161 0.080" di15/8" long with Detection 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.096" dia�Rer x 13/8" long annular -ringed or Ld cooler nail 5 / OR 0.092 dia. xx 1 1/8" long with Walla Either I6" S. 16" Direction I/4" head OR Ggpsum board nail 0.0915" die. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.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 ai�prc 19. ALL ceramic the surfaces installed shall conform to ASTM AIO8.l thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII'18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanging smoke developed index not to exceed 450 when tested in accordance withh ASTM E 84. Insulation shall comply with F.B.C. R3I6. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two etaggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal With (10) IOd x 1 1/2 finals 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101be. uplift (shop drawings bg manufacturer) Alummum Drip --- Edge t Fascia �7 2" x L" Sub -Fascia Kalican Pull o vent vinyl soffit installed using 1/8' dia shank x 15" long gals. ,Muc nails with 3/8' die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell -� \R-30 blown Fiberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 rrfal insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. co Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R6.01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (l) 95 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with febermesh OR Vx(o #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fell TYPICAL SECTION 14"w x IS Concrete footing with (2) #5 bars cont. and 45 transverse bars at 48" o.c. Scale : 1/2" = I' - AREA CALCULATIONS MVISIO Living A/C = 1,30L sq. ft. ��,a��(.- Front Porch = 23 sq. ft. Ft PDFPIY Rear Porch = 118 sq. ft. 1LGarage = 303 sq. ft. RJ'.V EWE Total Under Roof= 1150 sq. ft. CODECOMPL-IANCI Total Cubic Ft = ST. LWI_ - 2' AAV IL 2"I To Septic Head fixed door sliding door 1 1/2" 2' VTR 2° I I 2/ MASTER BATH 2 BATH LAUNDRY PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment L Masonry Wall Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D oor D e t C 1 l I fFrom penetration at 6" . max. rom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5%"x 4'-2%" 54ke"x 50'V, Single Hung ZONE 4 2. V-2'/e"x 5'-3 %" 15' x 63 %4" single Hung ZONE 4 3, 2'-2Y2'x V-2�s" 2'1k2"x 38%" Single Hung ZONE 4 4. 3'-I Yak 4'-2 %" 38ie'x 50Ya' 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 Rou h O ening I Door Description PRESSURE ZONE A 10'-o' X 1'-o' 120' x 84" loverhead Garage Door ZONE 5 B 3'-0" X V-8" 41 i;'x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-04 X V-8' 14' x 81 %2" d r, Sliding Glass Door ZONE 4 D 2'-8" X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 32' x 81 %' E 2'-8" X L'-8" Solid Core - Wood - 6-Panel F 2'-8" x V-8" x I N' Solid Core - Wood - 6-Panel - Pocket G 2'-8' x V-8' x 1 %;' Solid Core Wood, Steel, or Masorete Door (20 min rated) H 5'-0" X V-8' Soled Core - Wood - Packet J 2'-L' X V-8" Soled Core - Wood - 6-Panel - BI-FOLD K 2'-8" X V-8' Soled Core - Wood - 4-Panel L 2'-O' X V-8' Soled Core Wood, Steel, or Masonite Door (20 min rated) M 2'-0' X V-8' Soled Core - Wood - L-Panel - BI-FOLD N 2'-L' X V-8" Soled Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 3*I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 11 O H.B� 12'-1" OPTIONAL PATIO/SLAB 2 O O ;•: 00 0 0 0 00 00 00 a o 10'-10" 12'-8" a COV RED PO RCH a DEN MASTER BEDROOM = O- ooV91 JUICD 0 0 0- I I a I 8'-2" I GREA-t ROOM _ o o CLOSET O vinyl A T �J 9 9'-2" p O PWD "Has FC " DINING I \ ROOM I Tankless WH 0 0 I I I O mounted above 48" a.F.f. --- -- 1-1„ 14t tiAcem' ---_J 160 Amp r vinyl P nel ©i W i ° ° p �Q$ IIoU STACK r 7A DASHER I /gRYER 1 u GARAGE 13'-43/B' 4" 14'-0" O L AuNpRY N © 0 bo I N KITCHEN ddskl © I ----------------- I -� I o oo oo 1 o O DO ENT Y 0 - 1 OI STORAGE /8" dryeall I j I DO OD Rl I I OEM 00 2'-4%' 2'-4% 2,_8„ II'-23/e„ 4'-9y4" 9-03/8, Install windows thru buck into block with SAL' tap -con with 1 1/2" penetration at V o.c. max. From each corner and 20." o.c. max thereafter at ,Lambe and 20' o.c. max. Exterior face at head and all per product approval of wall -\ / \ Buck to be I" x 4" FT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at W 1 n d OW S prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with O M 11Meter H.B. 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall area *8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS I Tlz:�UI. I U7�1f"-tL. IXI,.J I >=.7" L 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 FOUNDATION 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, I. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. IL 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 1400 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. Any 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 any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" 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 any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 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 Vert. w/ Fill cell with concrete and 30" overlap111 (l) #5 bar vert. (typical). Thicken edge to 8"x8" SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfiliing and compaction is complete. If soil area 1s 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 by 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. at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous L"xl" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE ("xi;" #10/10 WWM on L and Visqueen overAr clean compacted termite treated fill — Grade I PEJIII� 1I1F III(III II— —. I(III -((III—(III (III (III— 14"w x 18"d Concrete footing (III (III I- with (2) #5 bars cont, and #5 3„ transverse bars at 48" o.c. 3" 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR L"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan N P. m 45 bars Cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x 12' concrete column block filled with concrete and (2) 91 bars vert. tied into lintels above Top of Tooter IL" below finished floor Fu.G onvemi Grade -I(-III _,30"x30"xl6" concrete column footing with (4) 45 bars each way 30" COLUMN FOOTING DETAIL Contractor to provide proper Foundation chairs for proper steel installation PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts #5 bar cont, in curb Fill cell with concrete and (1) tt5 bar vert. (typical). Filled Cell Masonry Column With One Curb height Max. spacing shall not exceed 48" unless otherwise noted From g #5 FFooting To Tie Beam Verify based on Wood Base see foundation plan notes for Conc. Fill To Be 3000 PSI foundation plan spacing at openings 4" concrete slab with fibermesh OR See Floor Plan For Location L"xL" #10/10 WWM on L mil Visqueen over _ a as clean compacted termite treated fill O a (III (III (III (III —(III Single Filled Cell Column I III NTS -III 1 1I4"w x 18"d Concrete footing —I III with (2) #5 bars cont. and #5 " transverse bars at 48" o.c. Filled Cell Masonry Column With One 14" 45 From Footing To Beam Each. GARAG CURB DETAIL Conc. FIII To Be 3000 PSI SCALE 1/2" = 1'7O" See Floor Plan For Location 2" x L" PT wood secured with 1/2"dia. x L" 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Double Filled Cell Column NTS 35'-O" 4 OPTIONAL o PATIO/SLAB ®r I4 N :T J-101 I I 121i i i i i 81 1 1 1@81_i_ la)ls Igo L------ I�r-----------------Q J — ® _i_ _ _i_i_i_i ---moo T I FI FI I Rear Patio/Slab I I to be poured separate a I from the house slab. I I I _ I 0 i FI I o I to N AUK, I [ I zo a on ���a o00 0 0o I I LL" N � r - — — — — — J — o FI I Rear Patio/Slab to I be flush with bottom of I sliding door recess. Slope 1/2" I I to of I 4" concrete slab with fibermesh OR I 4"x6" 410/10 WWM on 4 mil Visqueen over o clean compacted termite treated fill I I Io _ I;- o LO i NH08 Ra to I O © I Tankless wH I D EUIC ao H,B, I i mounted above m I 48" a.F.f. of I I I 10 v fie 'o- I U I I o= I U Meter I- WaAmlp E w A9HRDw /'9' RYER I I �' y I A u I EE I I (Above r6 I I I O vru O FI I I N �B n I I r--�---� I W IQ v�pc I olFl lao Oo I I q1 I "r # 6 I H.B. I� FI m I 0-� I I F l I � x I o i L— _J I-----�--- a —_—_—_ _ -- —o o L--I --� o 0 o D o D O o o O o a 1.5" Recess for D o 0 6'- 4'-9Y," Uarage uoor 2'-8" REVIEWED FOR BODE COMPLIANCE ST. LUCIE COUNTY ROCC FOOTING,: SCHEDULE Mark Sire 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 F 30" x 30" x IL"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' PANEL "A" Poles BR I Load Win Description ores circa Description Were Lead BR Poles 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw 50 2 1 20 1.2 km #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 1 20 1.9 Its #12 Kitchen S.A.C. 1 8 1 20 - #12 Bathroom Reeepts 9 10 Air Cwd sir #10 5.0 kw 30 2 1 20 1.2 ke #12 Disheasher it 12 1 20 1.2 kw 412 Micrweve 13 14 Air Hard) 810 5.0 kw 30 2 1 15 - 014 General Lighting 15 IL I 15 - #14 General Lighting n IS WH #8 TL ka 40 2 1 15 - #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 s8 U kw 40 2 1 15 #14 General Lighting 23 24 Spare 25 21, GDO #12 o.ai KW 20 1 Span 21 28 Spare Spare 29 1 30 1Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watta) Small, Appliance„Crircult(s), ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,, Range . ......... ......... ......... ......... .......... Refrigerator.................................................. Microwave Dish Washer . . . . . . . . Clothes_.Washer............................................... Clothes,Dryer................................................ Water Heater Garage.Door,Opener....................................... I1109 3 4.821 2 1.500 3.000 1 12 000 12,000 1 1200 1,200 1 1,500 1500 1 1,200 1200 1 1,200 1,200 1 5 000 5.000 1 15,200 15,200 1 810 810 Total Watts 45.931 First 10000 Watts e100% 1 10,000 10 000 Remainder 35.931 840% 1 O 14.348 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 14 3. 22 Panel Size Required = 150 Am a Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sy Double Pole Switch ® Eyeball Recessed e Push Button Switch -J:r Exhaust Fart Duplex Outlet Gelling Mounted Light Special Receptacle Wall Mounted Light Wisterproor group fault circuit interceter® Light with Pull Chain (attic) Flom Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4tj'�' Flood Light TD Thermostat m Electrical Panel ® Central Vac 1E5 Electrical Meter ® Smoke Detector Calling fan ® Television Jack Telephone Jack ,D DISC A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A = BALANCED AIR el IFIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc- A/C disc. #2/0 AL SER Cable (3) 41 THHN Copper With 91 Grnd hdl 40 conduit 2" PVC SjG.EC 2" PVC Schedule ISO 40 conduit sleeve MID MCBinto attic MCB PANEL AHU PANEL AHU 200a rate meter can 200a rated meter canR bonding ME ERInteraystam Intersystem bonding 2" PVC ( Termination point 2" PVC ( FPL Termination pant schedule 80 schedule 802" rigid s 2" rigid service FPL to r&)#!t, c�pe&alvanued GEC To (1)#8'-c8e6alavanved ground rods ground rods 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 I.A.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 I - Verify AIC/KIC Rating prior to ordering equipment H.B. COVERED PORCH 112 CFM IOx1Ox18 149 CFM 12xLx1 I I I I I I GREA1 ROOM I 112 CFM IOxlOxIS I I I DINING ROOM I I DEN 12 S/ r-1 �-e C SAX4 V PWD I DW I Fqlp 1100 ACKfi I I 1 � I �� b 111 CFM 12x6x1 KITCHEN I lA RfA 20x20 _ 1/ CeiGngi�\ i eL 1 \ 116 Ail I I ova 1 R� de kl I I 1 38 4 IW I� ENTRY x44x STOA'i6GE 22' x 36ai k t�Access h&- -I 124 CFM lOxlOx7 rSTER ROOM 124 CFM IOxlOx1 13 Clam Wx4 \ I 5 CFM ` 8x4x4 12A2, B. SET T Tankless WH mounted above 48" a.f.f. ■ 150 Amp Panel MECH,4NICAL L/4YOUT SCALE: I/4" = I'-O" ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All equipment and panel sizes shall be The verified before to 2. Provide and wire all required smoke t Carbon period years ordering. contractor shall provide circuit routings 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 plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cane to be installed per NFPA requirements. 14. 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 &hall 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 complyy w/ FBC RMI602 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be P installed in metal EMT 9. A/C Refri r�tI t lines that are run thru slabs must be proper working order. sleeved in Y� 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 all���tem shall be fully operative. for rfees, and telephone company. 12. Contractor shall pay all permits, testing, and 13. inspections Alf including blower testing where required. be trades to 18. The electrical system shall be completely and effectively work shall coordinated with other avoid grounded as required by the latest edition of the N.E.C. 14. interference with the progress of construction. 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 duration of the work labels where applicable. 5kw Elt eter -e H.B. 14 Wire For Front Post Light COVERED PORCH ry WP G DEN 11 3H I I I I I I GREAII ROOM I eu Me 'ill IIII o .i o" o Ph�ll htoCo Y W �a 139 Y STORAGE MASTER BEDROOM ° CLOSET a GFCI FM ankless WH mounted above 48" a.f.f. Z2' x 36e _ Pull chain tti A I Night in attic - - 150 Amp Panel GARAGE Garage Door Opener GFcI I I I I I I I I I I I I I I I 1 I I I I I I I I °� ELECTRICAL vs > F PLAN Install oulet ,6 <under disc. ot shown for :CI clarity xhau Thru eter H.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 13OC(' SCALE: 1/4" = I'-011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq, ft. required Provide A Continuous Vented Soffit