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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill AreaOFFICE USE ONLY: DATE FILED: PERMIT # 2001-0629 REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553F"(M, )4624S?,8 APPLICATION FOR BUILDING PERMIT" REVISIONS PROJECT INFORMATION 1. LOCATIONI%> ADDRESS: CALLE DE LAGOS 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. #: ST. LVCIE COUNTY CERT. #: 8898 BUSINESS NAME: Wymic Building �t Corpora ion QUALIFIERS ADDRESS: N�Vb South US Hwy. I Mile CITY: o ucie STATE: FE ZIP: 3495 PHONE (DAYTIME): r FAX: 772 878- 6 4. OWNER/BUILDER INFORMATION, NAME: Wynne Building Corporation ADDRESS: 8000 SouthHwy. I Suite 407 CITY: STATE: FL ZIP: 34952 PHONE: (772) 878-5513 FAX: (772) 878-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS CITY M,, ART STATE: FL ZIP: 34996 PHONE TP "TT (772) 287-8258 FAX: Revised 07/22/2014 R ILE V,,, i -,: 1' -O" 12'-1" I on TYPICAL NOTES: SCALE I/4" = 1'-0 " 1. 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 R'102.3.5. 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 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper 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 11. 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, C51'4, C630, C931 C40, C1002, C1041,CIl-1-1, C1118, C12-18, C1395, or CI396 and shall be installed according to the following: (FBC R-102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P Fasteners Nail sizing options for Spacing of s installation of drygwall into Nails Screws Maximum wood framingmembera 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/14" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either IL" 8" IL" Direction 15/L4" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8'Olo g with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail a OR Walls Direction I6" g IL 0.092" dia. xx 1 1/8" long with I/4" head OR Gypsum board nail 0.0915" die. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/I6" tap -con with ��- 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at V 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 A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 accompanging smoke developed index not to exceed 490 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 21 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 underlagment installed with min. 4' side taps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) od x 1 1/2" made PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift \ (shop drawings bg manufacturer) Aluminum Drip - Edge t Fascia 2" x L" Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gale. roofing nails with 3/e" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ SO" overlap - at each filled cell Grade a "\R-30 blown Fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) tt5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cost. For bottom row over openings 1/2" drygwall over I" x furring strips af. 16" o.c. with R4.1 II insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. D Mortar to be Type "M" only proportioned per FBC R�Ol.l and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) 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"xb" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill III I till IIII- -IIII_ ii 14"w x 18 Concrete footing with (2) tt5 bar* cont. and u5 14" transverse bars at 48" o.c. AREA CALCULATIONS Living A/C = 1,306 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = MASTER 12" BATH Masonry Beam 2' VTR 4„ 2„ LAUNDRY 3, I II PLUMBING RISER Head fixed door sliding door C I v7„ G711 Sliding Door Detall At Masonry Wall NTS I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall 2n t2' AAV KTICHEN ypical Flooring Install SGD thru buck Into block with 3/IL" 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 1,,,k Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-5/9"x 4'-2 %" 54/e'x 50 %" Single Hung ZONE 4 2, V-2Ys"x V-3 %" '15" x L3 %," Single Hung ZONE 4 S. 2'-2%" x 3'-2 %" 21/2"x 38 %" Single Hung ZONE 4 4. 3'-1 kek 4'-2 38/e'x 5oYs" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-oe x 1'-0e 120" x 84' Overhead Garage Door ZONE 5 B 3'-O" X V-8e 41 %4"x 83N' Fiberglass Panel - Insisting ZONE 4 C L'-O' X 6'-8' 94' x el /a" r1I Sliding Glass Door ZONE 4 D 2'-8" X L'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 32' x 81 %" E 2'-8' X iI Solid Core - Wood - L-Panel F 2'-8" x L'-8" x I i," Solid Core - Wood - L-Panel - Pocket G 2'-8' x V-8' x 1 i;' Solid Core Wood, Steel. or Masonite Door (20 min rated) H V-0" X V-8' Solid Core - Wood - Pocket J 2'-L' X V-8' solid Core - Wood - L-Panel - BI-FOLD K 2'-8' X L'-en solid Core - Wood - L-Panel L 2'-O" X C-8e Solid Core Wood, steel, or Masonite Door (20 min rated) M 2'-O" X V-8' Solid Core - Wood - L-Panel - BI-FOLD N 2'-6e X V-8' Solid Core - Wood - 6-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet #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 manufacturer s specs prior to construction To Septic 0 I 0 Ln 011 ON OPTIONAL PATI /SLAB REVIEWED FOR DE COMPLIANCE ,,S,T. L CIE COUNTY QQROCCl/I/ } --- o a - 12'-8° 0 0 CIO COVERED o DEN - PORCH - - MASTER v BEDROOM I UUm m a� u 00 wU CL ~ =to U_ O 000 N a E)N I o � I I I GREAT I ROOM ao CLOSET E ` I O ST R � I N o vinyl M H mb o O„ a SN LO R P DO N I W IO. I DINING ROOM © Tankless WH I O #1 mounted above I O 48" a.f.f. O m H.B m I r22x 3L' - Meter 0 150 A Pane np L_ with li0I_t -� vin I y rAsh STACK WDR r SHER U Ou ° ° I DW �. I GARAGE A N i" 15'-43/e„ tr O N LAU1 DDR-Y - N - o ------------------- i KITCHEN o r tax Ida k H.B. L j 5/8" drgeall A/C O ENTRY LL I STORAGE W w o ISIRI0 00 00 0 0 00 101 2'-8" _L 10'-0" -L 6'-4 %" _ I2'-4 %'I 2'-4 %'I 5'-7 3/." 1 _ 5'-13/' ," Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill 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 Windows 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 Exterior face of wall ----\ Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck Detail at Door #8 Woo at each prior to screws thru jamb into buck Inge and 15" o.c. max and lour attachment NTS TYFICAL SECTION Scale : 1/2" = 1'-0" C7 I ll�ZN_L.l� I 1.11�/__�L. IX%-/ I >=J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 `. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 4-7 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60. MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30"1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL IL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BEE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FCUND�470N FL/4N 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.... S. Contractor to provide filled cell with concrete and 1 48 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'-I1" and Provide (3) filled cells on each side of openings from 10'-O" 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-1(. 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 vartw/ Fill cell with concrete and 30" overlaperlap (I) #5 bar vert. (typical). Thicken edge to 8"x8" 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. at each filled c Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 95 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings GRADE 4" concrete slab with fibermesh OR Ox6" #10/10 WWM on 6 mil Visqueen over m clean compacted termite treated fill n — Grade T _-_ • ' I -III IIII Ilil IIIIII�„II��I —IIII IIII IIII �_ 14"w x 18"d Concrete footingg —IIII —III with (2) #5 bars cont. and #5 3„ transverse bars at 48" o.c. 3 14" F j TYPICAL FOOTING DETAIL ' ' SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per e foundation plan Grade 12„ DETAIL AT GARA 12' x 12" concrete column block idled with concrete and (2) #9 bars vert. tied into lintels above Top of footer IL' below finished floor #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = ]'-Of, #5 bar cont. in Curb height Verify based on foundation plan I PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert w/ ARAG Wood Base C E 0 Contractor to provide proper foundation chairs For proper steel installation 30" min. . 30" overlap Corner Steel L a p at each filled cell nts Fill cell with concrete and (1) #5 bar vent. (typical). Filled Cell Masonry Column With One -Max spacing shall not exceed 48" unless otherwise noted #5 From Footing TO Tie Beam see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete stab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill I IIII IIII IIII.-,,IIII= =I III ;IIII- II 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 3" transverse bars at 48" o.c. RIB DETAIL 2' x 6" PT wood secured with 1/2"dia. x C 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 N-rCJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. O )� 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 h' 1 r- ----� I° I 25'-2" OFTIONAL 4 PATIO/SLA _i0 oa oot�� i --------- ao oa ------- ---�� — — — — r — — — — — — — — — FI — — — — — — — — — — FI — — — I � z L T Rear Patio/Slab I to be poured separate from the house slab. oI I I - _ o I I° of I 1 U 0 C I I o I I_ V U. I I o to to u_ I FI ID O 00 of -- — ---T— o F1 Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" �I I I to I I 4" concrete slab with fibermesh OR o 611x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I o I o Ln _a o 1---� s R EN LO R I ;- I — -- ---%— -- I ,- FI - A/C �" I I i O l Tankless #1 t� mounted above I I 48" a.f.r. I I I H.S. m 150 A Meter 0 Pane pG a Q) 03 F5 E to 03 Vq IWF STANDACK — ®o o I DW DRYE� I E t U I 14'-O" 4 #I\ I 1Aboyel O N ,.+ I I I ao� �__1 , o a I �3 a o I �o g °upc lU I I FI I I I G70 Om I FI I H.B. er # u M� 0 f FI I o I FI I o v I I o 0 00 1.5" Recess for o oo Do s - - - -i-o DO T-8" ksarage uoor REVISION REVIEWED FOR CODIE COMPLIANCE ST. LUCIE' COUNTY ROCC FOOTING SCHEDULE Mark sirs Description 1 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 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"0 THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS Q141'W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' PANEL "A,' Pales I BR I Load Wee Description cec# owe* Description Wee Load BR pales I 20 1 1.2 ko 812 Refrigerator I Range #L 12.0 ke 50 -2 I 120 1 1.2 ko #12 Cloth" washer 3 1 20 1.5 ke 3912 Kitchen S.A.C. 5 4 Dr er #10 5.0 kw 30 2 1 20 1.5 ka #12 Kitchen S.A.C. 1 s I 20 - #12 Bathroom Recepts 9 10 qir Cond sor #10 5.0 ke 30 2 1 10 1.2 ko #12 Dishwasher II 12 1 20 1.2 ko a12 Microwave 13 14 Air Hard #10 5.0 kw 30 2 I 15 - #14 General Lighting is it 3 I IS #14 General Lighting M 1a WH ## 1•1. list 40 2 I 15 #14 General Lighting 19 20 I is #14 General Lighting 21 22 #8 11, lie 40 2 I 15 #14 General Lighting 23 24 Spare 25 21.GDo #12 0.81 K 20 I Spare YI 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) General.Lightmg (3, watts..aq,.ft.)......................... Small. Appliance. Circuit(&) . .. . . .... . ..... . . . . . . ......... Range ......... ......... ......... ......... ............ Refrigerator.................................................. Microwave..................................................... Dish Washer Clothes,,Washer.............................................. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Water Heater .........................................................I....... Garage. Poor. Opener ....................................... I609 3 4.821 2 1,500 3,000 1 12,000 12,00 1 1200 1.200 1 1500 1,500 1 1200 1200 1 1200 1,200 1 5,000 5 000 1 15,200 15.200 1 810 810 Total Watts 45.931 First 10000 Watts e100% I 10,000 10,000 Remainder 3SM31 e40% 1 O 14.348 Electric Heat or A/C 10,000 e0% I 110.000 10,000 Calculated Load Watts 34.314 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 Sy Double Pole Switch ® Egeball Recessed Pe Push Button switch � Exhaust Fen D lex Outlet Ceiling Mounted Light wis Special Receptacle Well Mounted Light P eterpr grout aut circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electncel Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack ACCDISC I A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Florescent Light ® Speaker Hook-up = JUNCTION BOX TO SUPPORT A FAN 0 s 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 meta rate meter can I 2" PVC ( FPL) schedule 80 2' rigid service FPL A/C disc. LF� 150 AMP MCB PANEL bonding pant #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can ME 2"PVC(FPL schedule 80 2" rigid service FPL 150 AMP MCB PANEL bonding pant GEC Bare'* c�pe&ralav etziad GEC Bar )#!i, c$pSarrenzed 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 - Verify AIC/KIC Rating prior to ordering equipment 2.5ton AiC Meter 124 CFM IOxIOXI MAST BEDS 124 CFI IOx1Oxl 18x4x4 -' U 5 CFM B%A O Sx4x4 CLO 8N l Tankless WH mounted above 48" a.f.f. 150 Amp Panel GARAGE x PWD F22' x 3L' 'late A=sJ .itli light J 8CFM x4x4 r------------------- I I I I I I I I I I I I I I I I I 1 I I I I I I I DEN B/A r-. F I I IL �I 1 i I I I I I I 114XI4 ry 4j lI 2 CFM 8x4x4 OPTIONAL PATIO/SLAB COVERED PORCH 149 CFM 12xbxl I I I I I I GREAT I ROOM I f112 CFM Ill CFMOAOA8 I 1Ox10x18 I I i DINING I ROOM I I r�sh==-==1� u ou I DW A I I #1� IAbo el III CFM \I 20x20 R(tA 12xLxl AUhID YI`e ii iCsiing ---Y- KITCHEN d� -- _L Ida k I I 8x4x4 M L STMAGE ENTRY w I WI MECH,4`NIC/4L 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 verified before The 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. 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 T. 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 RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refrig$rgnt lines that ere run Lfiru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be installed in metal EMT aeeved in C II. 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. Dwyer Vents to be installed per 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed aystem shall be fully operative. and telephone company. 12. Contractor shall pay for all fees, permits, teezing, and Inspectlona including blower testing where required. 18. The electrical system shall be completely and effectiveI 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. 1%_ duration of the work. Install oulet under disc. not shown forb clarity wP Exhaust Duct Thru Soffit F,�/, i H.B. Meter H.B. MASTER BEDROOM CLOSET GFCI Tankless W mounted above 48" a.f.r. Pull chain I''y 22' x 36'� light in atticPC '1ttic c; J Nth ho 150 Amp L - Panel 77 GARAGE GFCt� Opener - - r--------- ___'I I I I I I 1 I I I I I I I I I I I I I I I I I I OPTIONAL PATIO/SLAB DEN I clU ®I ©I � I I I I GREAT II ROOM ® Vy AND anal DRYE' \ on A I#1� I GFCI bo el I LAUD f STORAGE EN ELECTRICAL PLAN COVERED PORCH DINING ROOM eu iw ' -.0 el Post Light with Photo cell SCALE: 1/4" = 1'-011 Attic Ventinci Calculations FBC 2309.7 Total Attic Space = 1,92,4 sq. ft_ = 12.82 sq. ft, required Venting Ratio 1/190 Provide A Continuous Vented Soffit TCHEN H.B. Wire For Front Post Light REVIEWED CODE COMPI, ST. LUCIE CC BOCC Braden t Braden AIA, PA WW nne Building Corp. Date Drawn Revisions Sheet Comm 4 Architects - Planners GARAGF- 8-3-20 19 - 2 2 0 411 S.E. Coconut Avenue BTel The C of t a g G LEFT Drawn by: : (112) 281-8258 C.C.U. Fax : (112) 281-8283 E-mall: bradenalaecomcast.net Spanish Lakes Checked by: Stuart FL 34994 #AAC000032 St. Lucie County Florida D.R.E3. OF 5