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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill AreaOFFICE USE ONLY: DATE FILED: REVISION FE LOCATION/SITE81 ADELFA ADDRESS: 139 PERMIT # 2001-0640 RECEIPT # PLANNING & DEVIL E VI S PBUILDING & CODE999999iii222EEEEEEDI 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 jF41499;) APPLICATION FOR BUILDING PERMIj' REVISIONS PROJECT INFORMATION 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. L�ICIE COUNTY CERT. #: 8898 BUSINESS NAME: y1ule�nitdingEorpora ion QUALIFIERS NAM South U wy.Suite-402 CITY: offsf. Eucie STATE: rhZIP: PHONE (DAYTIME): - FAX:; 772) -7656 4. OWNERBUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 6U0USou&USffwy.1 Suite402 CITY: STATE:FL ZIP: 34952 PHONE: (772) 878-5513 FAX: (772) 878-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: 34996 PHONE (DAYTIME): (772) 287-8258 FAX; Revised 07/22/2od4 0, N VENOM 43, N FLOOR FL,4N TYPICAL NOTES: SCALE 1/4" = 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 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 w.H. = 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C-19, C415, C514, CII C931 C960, C1002, C10414:I1-1-i, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P s of fasteners Nail sizing options for dr wall into Spacing installation of Maximum Nails Screws wood framing mein era 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/L4" head 0.098" diammeeter x 1 1/4" Iong /2 annular -ringed or 5d cooler nail 0.080" dia. 1 5/8" long with Walls Either it" g„ IL Direction 15/L4" head OR Gypsum board nail 0.OSV dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 15/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR e 0.092" dia. xx 1 1/8" long with Wells Either 16" S. 16" Direction I/4" head OR Gypsum board nail 0.01115" dia. 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/IL" tap -con with 11/2" penetration at 6" o.c, max. From each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.I 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 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 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 laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" 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) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip Edge I Fascia 2" x L" Sub -Fascia Kagcan full o vent wngl soffit installed using 1/8' dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet ip 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap - at each filled cell "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cost. For bottom row over openings 1/2" drywall over 1" x furringg strips at 10o_c. with R4.1 PI -foil insulation on typical 8" Block walls All drywall tote installed per FBC R102.3.1 i 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 R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and lD #5 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' #10/10 WWM on 6 mil Visqueen over �.. /clean compacted termite treated fill a it II,I I IIII IIII, 18 Concrete footing III „IIII-I IIII „IIII 1 with (2) #5 bars cunt. and 45 14^ transverse bars at 48" o.c. TYPICAL SECTION Scale . 1/2" = 1'-0" Track 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 = 2' VV TR 1 12„ I MASTER [2" BATH 2' VTR u 3" 12" LAUNDRY 3" 2 �2' AAV Masonry Beam KTICHEN =j �I PLUMBING RISER 3' Sliding Door At Masonry Wall Head fixed door sliding door 1 1/2" Sill Deta ►1 NTS I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall ypical 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 2GI o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Sou h O en. Window Description PRESSURE ZONE I. 4'-5Y„"x 4'-2 )'"" 54/a"x 50 %" Single Hung ZONE 4 2, V-2Ya"x S'-3 Ya" 15" x 103 %," Single Hung ZONE 4 3. 2'-2Y2"x 3'-2)a" 21k2"x 38%" Single Hung ZONE 4 4. 3'-1 Yak 4'-2 %" 1381 5oYa" I single Hung I 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 Garage Door ZONE 5 B 3'-0' X 111'-8' 41 %,"x 83%" Fiber lass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14` x 81 i," d n Sliding Glaw Door ZONE 4 D 2'-8' X L'-a* Solid Core - Wood - L-Panel -Bi-Fold Finished 32' x 81 �2" E 2'-8' X V-8' Solid Core - Wood - L-Panel F 2'-S' x C-S' x 1 %" Solid Core - Wood - L-Panel - Pocket G 2'-B' x V-S' x 1 %" Solid Core wood, Steel, or Masonite Door (20 inn rated) H 5'-0" X V-8' Solid Core - Wood - Pocket J 2'-L' X L'-e' solid Core - Wood - 6-Panel - BI-FOLD K 2'-8" X v-8' Solid Core - Wood - 6-Panel L 2'-O' X 6'-811 Solid Core Wood, steel, or Masonite Door (20 min rated) M 2'-O` X C-8' Solid Core - Wood - L-Panel - BI-FOLD N X-6" X 4'-8' Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 1$1 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 To Septic I 35'-O" REVISION ® O ONAL PATI SLAB 12" 00 ---- --- 00 0 0 0 00 0 a " - 7EE) 12'-8" 0 0 m in " F � Ito o v CIO COV RED MASTER DEN = PORCH BEDROOM Q OD O 000 O O E I o - - I 176 , GREAT I ROOM 03 CLOSET E I 0 ST R vinyl M O 9'-2" 4' o" I O ° EN LO R FWD° N I I�. I DINING ROOM /C #I v Tankless WH I _ mounted above G I ro 48" a.f.f. O1#1_\ O H.B O m 150 A Panevin F22' x 36- I IAttie Aeeeei I T' p L_ Nth bghtMeter I r�sh U ouDWI O --�y GARAGE 415'-4% m 2 °AbUITL " r-------------------i I I LAUJDR'� ® ° ta)s_ KITCHEN O d " ---1 E H.B. Ida k " I C� O j I 5/8" drywall OtT/C ORAGE ENTRY � I I a ao 00_12)l I 0IF 00 1 1 0 0 00 Install windows thru buck into block with 3/IL" 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 1" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened Hells D e t a I I at i n d OW S prior to window attachment Braden It Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 - E-mail: bradenaiaecomcast.net NITS W_i, nne Building Corp. The Cottage S ankh Lakes S " I ucie County Florida 1@ Ev T-45/a' 2'-,4 IN S'-73/,, ALL WINDOWS TO HAVE Exterior face DRYWALL SILLS of wall ,7T INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION Date Drawn Revisions a-3-2o GARAGE LEFT Drawn by: C.C.U. Checked by: D.R.B. #8 wood screws thru jamb into buck at each hinge and 15' o.c. max and prior to door attachment NTS FILk. } CODE COIVIPLI AN ST. CIEO i�,rq�I Sheet Comm # 2_ '9-B2 OF 5 STRUCTURAL NOTES: 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 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 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 -IL, 6. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MiNIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE 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 12. 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. 1• 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. FOUNDATION FLAN 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 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'-11" 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) b. 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 S. 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 w/ Fill cell with concrete and 30" overlaperlap hflld (1) #5 bar vert. (tgpical). 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 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 eac i e c Max. spacing shall not exceed with concrete and 4" concrete slab with flbermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"xb" #10/10 WWM on 10 m11 Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with flbermesh OR GRADE VxV #10/10 WWM on 6 mil Visqueen over m clean compacted termite treated fill — Grade 1 -I1 1-7° I --!IL' !I!I1III IIIII�I,II!- "e„ (I PORCH SLAB EDGE DETAIL 14% x IS"d Concrete footing S with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL 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 foundation plan m #5 bars cont. bottom steel b \� 1/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-O" 12" x 12" concrete column block filled with concrete and (2) u't bars vert. tied into lintels above Top of Tooter 14" below finished Floor 30" rl COLUMN FOOTING DETAIL Grade 45 bar cost. in Curb height Ver" based on foundation plan �a 1111III_, I� I I I'I�I1i�llI1II, IIII GARA�C Li Wood Base Contractor to provide (+1 proper foundation chairs for proper steel installation 30" min. GALL 1/2" = I.-V'" I tt5 bar vert. w/ 10" overlap Corner Steel La t each filled cell 'ill cell with concrete and 1) #5 bar vert. (tgpical). lax. spacing shall not exceed 18" unless otherwise noted ,ee foundation plan notes for �pacmg at openings 4" concrete slab with ribermesh OR x6' 410/10 WWM on 6 mil Visqueen over i clean compacted termite treated Fill 1 1 1 14% x 18"d Concrete footing with (2) #5 bars cont. and #5 3" transverse bars at 48" o.c. RB DETAIL gi-el ;=1/1„ = I,-�„ 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 NTS PERMIT INFO BOX ON SHEET #I. 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 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 0 I 5'-O" 1 25'-2" _ 1.1 1 8'-101, 11J _I PATIO/SLAqL4L TSI I Vol 1 0 1 1 0 -- —� J L. I I Rear Patio/Slab I F to be poured separate 1 Prom the house slab. of I I I I I of 1 a I 00 1 L' k logo .� 1 FI t------ N Rear Patio/Slab to PI 1 be flush with bottom of 1 sliding Sr 1recess. Slope I I I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I rx S R A/IC Meter H.B. @N LO R — — — - 7 l-------* V .7 I Tankless mounted above I 48 air I 1 150 A p3 I I Pane E a I KA u) F5 °7 �' - O I Dtl �+J I L U - I lAbov(el I c I a�„ I I `-_Jl I 1 �=3'a `v0 I I FI I 0 I W F I rUJ - I I ao N oo I 0 I ; I--J o d) FI-- -- ---F5 1.5" — Recess — — — — for 117.1 nl I O I 17#1 1 1 n n '- --— O n n r•a -T-T777 TIC 2'-8" 1 10'-0" 4'-9 v," I II'-2 %„ 1 REVIEWF,U FOR CODE C010P JAW ST" LUCIE'COUN 11 0 H.B. OD m 0 0 FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 tt5 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 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS Q14"W With x 18'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" PANEL "A" Pates BR Load Wee Description Cecil cots Description Wire I Losd BR Fates 1 20 1.2 ke $12 Refrigerator I Range sL 112.0 ks 1 50 1 2 1 20 1.2 ks s12 Cloth" Washer 3 1 20 IS ke s12 Kitchen S.A.C. 5 L Drijer s10 5.0 ka 30 2 1 20 IS Its s12 Kitchen S.A.C. a 1 20 812 Bathroom Racepts 9 10 Air Cond s10 5.0 kw 30 2 — 1 20 1.2 kw s12 Dishwasher II 12 1 20 1.2 km s12 Microwave 13 14 Ae Handlar s10 6.0 ks 30 2 I I6 — sN General Lighting 15 It. 1 15 s14 General Lighting m 18 WH s8 1.4 Its 40 2 — I I6 sN General Lighting 111 20 1 15 814 1 General Lighting 21 22 88 14 kw 40 2 — 1 15 — s14 General Lighurg 23 24 spare 25 2L GDO s12 0.81 KW 20 1 Spare 21 28 Spars Spars Z9 30 Span PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General.Lighting.(3, watts sq. ft.) ....................... Small, Appliance, Circuit(s) , , , , , , , , , , , , , , , , , , ,,,,,,,,,,,, ,Range ......... ......... ......... ......... ............ .Refrigerator.................................................. .Microwave..................................................... Dish .Washer ................................................... Water Heater Garage. Door ,Opener ............................. . ......... I609 3 4.821 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1,500 I.500 1 1,200 1,200 1 1200 1200 I 5,000 51000.. 1 15,200 15,200 1 810 810 Total Watts 45,931 First 10000 Watts 9100% 1 10,000 10,000 Remainder 35,931 a40% 1 O 14,348 Electric Heat or A/C 10,000 sL5% 1 10,000 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 S Single Pole Switch ® Recessed Can Light Sy Double Pole Switch ® Egeball Recessed Pe Push Button Switch Cr Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light aterpr ground rault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxde Detector 4& Flood Light (15— Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Coiling fan ® Tel"mon Jack ® Telephone Jack A DI o A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook —Up = JUNCTION BOX TO SUPPORT A FAN 0 a THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit M 6 PANEL 200a rated meter can Interayatem bonding 2" PVC ( FPL}�� Termination pant schedule 80 2" rigid service FPL #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" naid service FPL A/C disc. MCB PANEL bonding pant 1 1 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 124 CFM IOxlOx I MASTEV BEDR0 M 124 CFM IOxlOxl 13 CFM 8x4x4 I", '' 5 CFM 12x1A 8x4x4 o B/ CLC 19 2.5ton Ski A �C Meter, H.B. PWD Tankless LUH mounted above 48" a.f.f. 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 DEN B/A r—I;, F I IG �I 1 i I 1 I I I I rye 8x x4 MECHA\ICAL ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all material& and workmanship 20, All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not leas than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupaneg, or one suit the job conditions. 3. Contractor to verify location of electrical gear 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 can* to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All racewags 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 item* for a complete electrical sgstem and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessarg for the equipment to be placed in 9. A(C Refrig�r�tnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'—I" shall be installed in metal EMT ssieved in C 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall complg with energy calculation shall complg with all local codes and ordinances, and shall 24. Dryer 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 contractor, the completed siystem shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 18. The electrical sgstem shall be completely and effectivelg 13. All work shall be coordinated with other trades to avoid grounded as required bg 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 liabilitu and broeertu damage for the labels where applicable. OPTIONAL PATIO/SLAB COVERED PORCH 149 CFM 12YAxl 1 I I 1 GREAT I ROOM I 112 CFM L12 CFM IOMOAS I IOxIOx18 I I i DINING I ROOM I I u Ou DW A I I tt1� I lAbo el Ill CFM \I 20x2O RrA 12yLxl �. - _ 1--T--■ AUhID YIL, ii ilCeiing ---'r— KITCHEN dC -- 1 Ida sk I 1 I 38 CFM 1 s RPAGE ENTRY lIL u I �I LAYOUT SCALE: 1/4" = 1'-0" Install oulet under disc. not shown for_� clarrty wP Exhaust Duct Thru Soffit AiC i H.B. Meter H.B. MASTER BEDROOM CLOSET GFCI Tankless W mounted above 48" a.f.F. Pull chain 1I 22e x 36'� light in attic Illttic AZJ IWA 150 Amp with / Panel GARAGE r — — — — — — GFcIJ I 1 I I I I I I I I I I I I I I I I I I I 1 I I OPTIONAL PATIO/SLAB GFCI DEN ® I I QIT ©1 � I I I I GREAT I ROOM I nal I ORYFr\ on A#1� I GFCI bo t LA11K11'a EN ELEC T 1ZIC 4L PLAN WP Post Light with Photo cell Attic Venting Calculations :BC 2309 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required Provide A Continuous Vented Soffit COVERED PORCH DINING ROOM au .I. ago ��► 104 `) lk c1 1ISION REVIEWED FOR CODE CO''MPLIAN yL ST. LUCIElCOUNI Y BOCC a Wire For Front Post Light Braden it Braden AIAir PA Wynne Building Corp. Date Drawn : Revisions : Sheet Comm u Architects — Planners GARAGE 8-3-20 I — 2 2 O 411 S.E. Coconut Avenue The C of t a g e LEFT Drawn by: — 1 Tel : (112) 281-8258 C.C.U. I Fax : (112) 281-8283 E-mail: bradenalaecomcast.net Sppanish Lakes St• Lucre County Florida Checked by: Stuart FL 34994 �AAC000032 D.R.B. OF 5 L