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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill AreaOFFICE USE ONLY: 'DATE FILED: REVISION FEE: a ass, �tM PERMIT # 2001-0641 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FA4,{99).¢,4�-: J!S9 APPLICATION FOR BUILDING PERMI'f REVISIONS PROJECT INFORMATION 1. LOCATION/STL1 PANISH WAY ADDRESS: 56 J 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: ADD A 9' 10" X 6' SLAB OFF BACK OF REAR PORCH FOR GRILL AREA 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAnE iviri i i nn w L, ADDRESS: acOb Soud, a waif CITY. o . ucie g PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 8000 South wy, ulti CITY: PHONE: (772) 878-5513 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: 417 COCONUT AVE.- CITY: STUART PHONE (DAYTIME): (772) 287-8258 Revised,07/22/204 COUNTY CERT. #: 8898 ZIP: �Yy� FAX: 772) 56 FAX: ATE: FAX: REVISION ZIP: ZIP: FLOOR PLAN 9' -1 O" C-1„ TYPICAL NOTES: SCALE 1/4" = 1'-0 " 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 callings 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. 11. 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 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 I-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. Gy0psum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 C40, C1002, C104-1,CII-1-1, CII-18, C12-18, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) . Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for Spacing of installation of drywall into Maximum wood framing members 2" x min. thickness Nails Screws Ceding Perpendicular 24" l" 12" 13ga 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with Walla Either 10 g" 14.1 Direction 15/64' head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/64" head 0.098" diameter x 1 3/8" long / annular -ringed or bd cooler nail 0.092" dia. xR 1 1/8" long with Walla Either 16" g" I6" Direction 1/4" head OR Gypsum board nail 0.0915" die. x 1 1/8" with 19/44' head. Install SGD thru buck into block with 3/16" tap -con with - 11/2" peetration at L" o.c. max. from ean ch corner and 20." o.c. max thereafter at head per product approval Use 3/I4" 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 arc 19. ALL ceramic the surfaces installed shall conform to ASTM A108. thru A108.6, A108J, 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 C1178 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max ag)acing over ASTM D (tgpe 2) 30 Ib Felt underlagment installed with min. 4' aide laps and 6" end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using at detail on this sheet Simpson HETA 20 or equal hurricane anchor at each trues 12 with (10) IOd x 1 1/2" nail& PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip � Edge f Fascia 2" x 6" Sub -Fascia Kalican full o vent vinyl using 1/8' dia shank x 1.1 roolmg nels with 3/8" d product approval -see 5/8" thick light textured stucco on typical concrete block construction tt5 bar vert. w/ 30' overlap at each filled l� Grade ><I TYF1CAL SECTION \R-30 blown Fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U tt5 bar cont. for bottom row over openings 1/2" drgwall over I" x furring atripa ai I6" O.C. with R4.1 Fi-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 Tgpe "M" only proportioned per FBC R60'1.1 and Mortar Jonta shall comply with FBC RLOl.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) tt5 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 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i I4"w x IB Concrete footing with (2> uS bars ,coot. and U5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1,304 sq. ftSY ON Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft" Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft J MASTER BATH 2" BATH yJ 2' VTR 2 2" AAv IL 3" LAUNDRY Masonrg Beam 2" I KTICHEN PLUMBING RISER To Septic I" x 6' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 1 1/2" Sliding Door Detail At Masonry Wall NTS Masonrg Wall ypica Flooring 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 Jambs per product approval Jamb Window Schedule Mark Size Rou h Open. Window Descri tion PRESSURE ZONE I. 4'-5 a"x 4'-2i"" 54%a'x 50%" single Hung ZONE 4 2. L'-2%"x 5'-3 "" 15' x L3 W" Single Hung ZONE 4 2'-2k2"x V-2%" 2lk2'"x 38%" Single Hung ZONE 4 4. 3'-I ka'k 4'-2 ia' 38 is"x 50Y"" 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction D oor Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-O' X 1'-O' 120' x 84' Overhead Garage Door ZONE 5 B 3'-O' X L'-8" 41 %;'x 83%;' Fiberglass Panel - Insmi ZONE 4 C 6'-0' X V-8' 14' x el i2" rd'°,'K;;t°' Sliding Glass Door ZONE 4 D 2'-8" X V-8' Solid Core - Wood - L-Panel-Bi-Pold Finished 32' x 81 %2" H X-8' X L'-8' Solid Core - Wood - 6-Panel Is 2'-8' x L'-8" x 1 i;' Solid Core - Wood - 6-Panel - Pocket G 2'-8' x V-8' x 1 i," Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-0" X V-8' Solid Core - Wood - Pocket J 2'-" X '-so LL Solid Core - Wood - 4-Panel - BI-FOLD K 2'-e' X 4'-8' Solid Core - Wood - 6-Panel L X-0' X L'-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'-0' X V-8' Solid Core - Wood - L-Panel - BI-FOLD N 2'-L' 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 #I All rough opening dimensions to be verified by contractor LW manufacturers specs prior to construction OPTIONAL PATIO/SLAB O t� - ------ a0 o o a 00 ;•; 00 00 0 ° o C 0I-WIE ill►rw lo'-10" IS 12'-8" 0 o _ a COVERED PO CH DEN ©= MASTER BEDROOM 0 Is U IsOC C and sv ~ uN oED O a LL o O o IL I I OD 1 0 8'-2" 4„ 6'-0" W I GREA t ROOM CLOSET EO o v cIf vinyl T OLn p B 5' O 9'if -2 M (DI O FWD "H OS RELn if DINING I Ln TvT ROOM I O v I A/C Tankless WH #1 °D H.B. I mounted above 22' x 3L.1 0)- - - - - l" Glttic Aeeeri It aD �Uws �r NJ) `r �=-c ----------mithliphtJ ---------- � GO Amp o Meter =N vinyl Panel Q 1 1 1 �OV K W 1 o Oo P R I JF9 r I GARAGE{/e4„14' O R Y O N o F O b KITCHEN © r------------------- i ry I - t d ki I I ol� o oa I I O ; i H.B. ENTRY u_ O /8" drgeall ul STORAGE I � � I o r ' ' o a ao 1014 1 10100 as o 0 0 00y Install windows thru buck into block with SAV tap -con with 1 1/2" penetration at V o.c, max. From each corner and 20.' o.c. max thereafter at jambe and 20" o.c. max. Exterior face at head and will per product approval of wall -\ / \ Buck to be I" x 4' PT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment Braden It Braden A1,4, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net NTS one Building Corp. The Cottage Spanish Lakes St. Lucie Countg Florida 11'-2 2'-4 Y," 2'-4 4'-9Y," G'_4 3/"„ 19' 0 RIM Attach buck to block wall with 1/4" dia. Elco conc screws with min. ALL WINDOWS 11/4" penetration at 12" o.c. max and 4" max from each corner thru TO HAYS Exterior Pace 2" x 6" PT Buck DRYWALL SILLS of wall arias INSTALL VULKEM BLOCK SEALANT u8 Wood screws thru ,lamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS Date Drawn Revisions Sheet a-3-2o GARAGE RIGHT Drawn by: C.C.U. 21 Checked by: D.R.B. Of: 5 Comm 9 19-221 B 35'-O" 5 I KUC., I U1cf_�L. INv I >_ID: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CONDITIONS AEX SIT. IF ANY TYREPORT TO ARCIHITECT ANDMUCK OR OBTANON-UNIFORM N PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, PSI OR 4,000EPSI GROUTNBEAMS T SHALL BE MIN. 3000 PSI 3. POISON SOIL AND COVER W/ L 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/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L 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. L DIMENSIONS. OBRINGCANY DISCREPANCIES IOR OMISSIONS TO AND GENERAL TO TH ATTENTION OF THE ARCHITECT. 1• 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, t A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 301 STEEL. 11. 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. IL. 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 proceedin 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 48" O.C. max. Provide (1) filled cell on each side of openings upto 5'-11" wide. Provide (2) filled cells on each side of openings from ('-O" to 9`11" 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 24" 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-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar Vert. w/ Fill cell with concrete and 30" overlap p Thicken edge to 8"xB" SCALE: 114" = 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. at each filled c (U tt5 bar Vert. (tgpica 9 Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48" unless otherwise noted one tt5 bar continuous 611xb" #10/10 WWM on 10 mil Visqueen over Wood see foundation plan notes for clean combacted termite treated fill Base spacing at openings 4" concrete slab with fibermesh OR 6""" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade as = =1!I III IIII 11 I -A III iA i Contractor to provide proper foundation chairs for proper steel installation —, III= --1 PORCH SLAB EDGE DETAIL 30 min. 1 — \ / SCALE 1/2 - 1 O -l ul 11 IIII IIII- 14 w x 18" d Concrete footing with (2) #5 bars cont. and tt5 tt5 bar Vert. w/ transverse bars at 48"30" o.c. overlap C or n e r S t e e l L a p TYPICAL FOOTING DETAIL '-ii SCALE 1/2" 4" concrete slab with fibermesh OR 6 xL #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan vP F. CV 3 DETAIL AT 12" x 12" concrete column block tilled with concrete and (2) #1 bars vert. tied into lintels above Top of Footer 16" below finished floor 2) #5 bars cost. bottom steel SARAGE STEPDOWN SCALE 1/2" = I' - Grade #5 bar Cont. in curb - Curb height Ver" based on foundation plan a ao z 3011x30"x1G" concrete column footing with (4) #5 bars each wag at each filled cell n t S Fill cell with concrete and (1) tt5 bar Vert. (tupicau. Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam Wood 48" unless otherwise noted see foundation plan notes for Conc. Fill To Be 3000 PSI Base spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill ;=+• ,� 14% x 18"d Concrete footing IIII with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. 2B DETAIL SCALE 1/2" = 1'-0" 2" x 6" FT 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. .dig de O ,h ;,?10 x.p: His Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 1 0 ■ 4 OPTIONAL I I o PATIO/SLAB I 1I �° ®I 4 �r iI 25'-2" — — — — — — J _i_i_i_i_i_i_Iol I IfJI Il•JIUI _�_ _i_�_�_:_:_i_: u u I IL!JL ® or — — — — — — — — -- — — — — — — — — — — — —,c T I FI FI Rear Patio/Slab I I to be poured separate from the house slab. I I I I I I tU I I N I I _D O O D I FI Rear Patio/Slab to I be flush with bottom of I sliding door recess. Slope 1/2" I I �I I I I 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill I I I � I �I I a. N"Oa RE i M Tankless WH mounted above 48" a.f.f. I I V I w 15 II �,=a_ �a Aml E STAWASHERCK )1s W �ANUERYR p _ Ay I SEE Al Above I L- J o I I 4J a O FI I I N �O E � I o l FI I ao ot� FI I I FI I I if)I a �, I I I 5 L — — — — J � F L — — — — — — — — — — — J 0 0 0 0 0 Fel 1.5" Recess for o arage oor m -4 2'-8" 0 U y REVIEWED F `. CODE COMPLIANCE ST. LUCIE COUNTY SOCC i FOOTiNGrt SCHEDULE Marki Sirs Desemption FI 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 I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"111 x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS With Curb 18"aDt Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" PANEL "A" Poles BR Load Wire Deaenptwn airs# c're# Description Wee Lead BR Poles 1 20 1.2 ke #12 Refrigerator I Rana #6 12.0 kw 5o 2 1 20 1.2 ka #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dr ar #10 5.0 km 30 2 1 20 1.5 ku #12 Kitchen S.A.C. 1 a 1 20 #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 - 1 20 1.2 to #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl #10 5.0 km 30 2 1 15 - #14 General Lighting 15 I(, 1 15 #14 General Lighting 11 is WH S8 1.6 ke 40 2 - 1 15 - 414 General Lighting 19 20 1 15 #14 General Lighting 21 22 #9 1.6 ka 40 2 - 1 15 - #14 General Lighting 23 24 Spar* 25 26 GDO #12 0.81 KW 20 I Spars 21 28 Spare spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Lighting„(3, watts..eq..........„............. Small. Appliance, Clrcwt(s) ......... ........ . .......... . Range ......... ......... ..... .Refrigerator.................................................. Microwave .... . ...... . . . Dish Washer .................................... Clothes,.Dryer....................... ..................... .... Water. Heater. ................................................ Garage,Door.Opener........................................ 1609 3 4A21 2 1,500 3,000 1 12,000 12.000 1 1.200 1200 1 1,500 1,500 1 1.200 1,200 1 1,200 1,200 1 5 000 5 000 1 15,200 15,200 I 810 810 Total Watts 45.931 First 10000 Watts 0100% 1 10.000 10.000 Remainder 35.931 040% 1 O 14.348 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 94.314 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed e Push Button Switch '0- Exhaust Fan Duplex Outlet ¢ Gelling Mounted Light Special Receptacle Wall Mounted Light �:= ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector Flood Light TD Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fen ® Telewrision Jack ❑Z Telephone Jack AC DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR IFIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #I THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2° PVC ( FP schedule 80 2" rigid servu A/C disc. �I I ISO AMP MCB PANEL bonding point #2/0 AL SER Cable With #I Grnd 2" PVC Schedule 40 conduit sleeve - into attic 200a rated meter can ME 2" PVC ( FPL schedule 80 2" rigid service FPL A/C ^disc. 4 I ISO AMP MCB PANEL bonding point II ground rods --- ----- I I 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 - Verify AIC/KIC Rating prior to ordering equipment H.B. COVERED PORCH DEN 128/ 149 CFM 12xLxl _ I`�I �Te I I I II I I I I I I 14XI4L y_4I IIIIIII GREA ROOM 112 CFM 112 IOxIOxlS OCFM IO)d)d8 8Rx xea 4 DINING C ROOM PWD 124 CFM IOx1Oxl iSTER ROOM 124 CFM IOxlOxl 13 CFM 8x4x4 5 CFM 8x4x4 12 B/A 3ET Tankless WH mounted above 48" a.f.f. 21° x 3Lel - - I4ttic Accessl mth � I50 Amp -�- 'j- - - - - - - - Panel �as ACK DW I ° ° p uosu HER -- I 1 sl GARAGE Ill CFM 14 ove 1 3 CFM 12xLxl RfA 20x2O I/ 8x4x4 CAngi� -i --L UNEIR' b KITCHEN I `.I Ic° I -11- deskI I I -� 3 8x44x4 ENTRY lSTo,�)tcl: id I� r-------------------i I I I I I I I I I I I I I I I I I I I I I I I I 5k A/C eter COVERED PORCH DINING H B I I ROOM H.B. Wire For Front Post Light WP S� I I I I I I GREAI� ROOM u L "111 III OIO,�d:-� IENI GFCI Post Light with o _ 1 Photo cell YECH/4VC/4L LAYOUT ° ° �m ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not Was than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all required smoke t Carbon of period years ordering. 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 plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. 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 comp) w/ FBC RM1402 the requirements necessarg for the equipment to be placed in 9. A/C Refriq�r�qr �t lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be installed in metal EMT P sleeved in PVG 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. Drrger Vents to be installed per II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 12. contractor, the completed system shall be fullg operative. for and telephone company. Contractor shall pay all Tees, permits, testing, and 13. inspections All including blower testing where required. be trades to 18. The electrical system shall be completelg and effectivelg 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' \1 against the public liabilitg and property damage for the duration of the work. labels Where applicable. SCALE: 1/4" = 1'-0" 'o v rL DEN i� MASTER BEDROOM CLOSET 7ankless WH_/ mounted above 3G°Pull chain t 1 I �lght in attic - - J 150 Amp Panel GARAGE Opener �GFCI- r--------------1 I I I I I I I I I I I I I I I I I I I I I I I I FIR Install oulet ®under disc. 6not shown for �Fcl clarity "vExhaust Duc Thru Soffit 7/C eter H.B. REVIEWED , t CODE COMPLIANC ST. LUCIE COU'NT1 ROCC ELECTRICAL PLAN SCALE: I/9" = I'-O" Attie Venting Calculations FBC 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required FroVide A Continuous Vented Soffit