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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plgwood 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 6" end laps fastened with corrosion resistant tin caps 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 attachment detail on this sheet 5/8" thick light textured stucco on typical concrete 12 block construction SLOPE 12" O.H. COVERED PORCH O -------------------- si;ZZzeiiiZz - - - -- - - - - - - - - 5/8" thick x 8"W cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ehranaii /_" n n at all Inn& anri thin atann®rcA rnui& 10" n n n P-1.4 b++ail. block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Expiration Design Pressure Type NUMBER Date of Approved Tests 1,2,3 MI Windows L x 3 tlpcona w min pen t etLon at max. rom each corner end 6 o.c. w4,m:,F.ter through Buck into soled t4 FLU 11499.2 Single Hun 9 8 Series 185 and doors filled CMU wall maintaining min 2.5" edge distance in strict adherence + 60 psf - to the product a roval. Overhead Model 824/811 rnta x uc to concrete blockwith filled callwith a a5 bar vent: wng 3/e' x e' Hats HLC Sleeve anchors at 6' o.c. A 16-0330.02 Garage Door 9 -4 max. width W-o" max height DAB th 1.26' din. washers with min. 4' edge distance. Install track to buck g (1) 5/i6' x 15/B' full thread lag acrews in each bracket maintaining 1.5' distance - GC 10-9-21 + 50.0/-60.0 sf p min. of edge to strictig adhere to product approval rovide '1/16' pushnut washer on railer &hafts. B FLU 1404.1 Fiberglass Desi n Pro/ Jeld-Wen Elco 1/1" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF Smooth Pro Sliding Glass Mi Windows L iq. x �lpcons w ml penetration at L max. rom each corner and f o.c. all dou�le row thereafter through C FLU 15332.2 Door Series 420 and doors PT Buck into solid filled CMU wall maintaining min 2.5" edge distance lin + 48.2 PSF strict adherence to the product approval. Product NOA/FL Model # Manufacturer Attachment Method EExxpe ation sign NUMBER tt of ApprovedTests For CMU use (2) 1/4" x 2 3/4" tapcona with min 1 1/4" embedment Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors penetration into each Mull Clip. Attmull to clip using (4) 410 x 1.25" ach self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11951.12 5V Crimp Metal Roofing Gulf Coast Supplg 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 2) lip felt and manufacturing (type 30 underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF spaced o o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vingl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF long ring/8" dia, head, Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 150-14.2 Storm Panels Produr--'ts LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Finish Columns with 5/8" thick cut coral finished stucco bands Interior Non-Bearin zip Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM ID (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps 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 attachment detail on this sheet 2„ = >_H. COVERED PORCH 12 4 1 SLOPE TERMITE TtREATNitr;�a ilEQUIRED CONCEALED FASTENERS OR ATTA�HMR i,; ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RICORD i ric.a r"LA i5 AND 'ALL r �uf✓CStt� �+dt�;,a'. _ 12 ARE SUBJECT TO ANY CORRECTIONS SLOPE 14 '�UIREC BY PIED INSPECTORS THAT .IAY BE NECEVAff IN CIRO! I�\\ >0"PLY. �"Vi�1•I �{ L ��F�I.IC�►� `� �;OI3ES. 12 H. 2 .. 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 2" o.c. max spacing over ASTM 1)(tgpe 2) 30 lb felt underlagment Instal'.ed with min. 4' side laps and 6" end laps fastened with corrosion resistant tir caps and with 1.26" ring shank nails aced 6" o.c. at all laps and two stagg�.ered rows 12" o.c. in field. Attach sdpeck to trusses using attachment detailonthis sheet WIWI rI Ick x 8"W cut coral finished stucco band truss bottom cord e _;rmesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i�a,,tItIon Braden Architects - , ►� B Tel ... - .. .Stuart. FL 34994 UAAC000032 nts W nne Suildinc Corp. THE UJINDSC Spanish Lakes St. Lucie County lorida FRONT ELEVATION SCALE. 1/4" = 1'-0" Si.4 ocxp U3 �q p T, : ni7v aSi0N i., P'LA'rS A`yD I'EWNTIT MUST BE KEPT ON JOT WILL BE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 8'-I" BE a-� ALL CONTRACTOR WARRAN71ES BEGiN WHEN THE CLOSING )CCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING iNFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: 165 mph ultimate Mean Roof Height: II�'-O"" Roof Pitch: +12 Internal Pressure Coefficient: ±O.IS SubJectabilitg to damage from: Weathering: Negligible Termites: Very Heavy_ Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.�26 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.60L+0.40L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 31-4„ Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.� psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -±S--- psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: yy VG Model: REAR PORCH RiGHT YIP ROOF 2.12 O 6:12 PITCH 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE ® = Corner Zones Roof Zone 3 Date Drawn : Revisions Sheet Comm *l: 5-9-11 Drawn by: Checked by: SCA NEE D.fR-B. BY qT i UCIE C011NT•`' OF 5 Recess top plate Ow x 3/8"d Counter top - verify type FLOOR P L A with contractor for steel support angle see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" N T s I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter , 5i�lm;7 steel crash post. Floor Steel countertop suppo angle proceedingwith work. g Base cabinet Flange with 4 - 3/8" Instal( 6" from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. see angle detail"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8 2" x e" wood studs a minimum 1,400 P.S.I. fiber stress. L" 31. 1/2" drywall at 14" o.c. -4. No dissimilar metals to touch. 2%2" 2%" 2" x e" PT wood plate 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. %2" %2"11 ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° shall be 3,000 P.S.1. concrete and/or -4,000 P.S.I. grout mix 0) #3,8„ 0 2%2" K TCHE\ 'SLAND FRAMING DETAIL Drywall at ceilings shall be leveled and attached to bottom chord = J of trusses with screws per FBC R102.3.5. 1� 2'r2" Attach buck to block wall wit I/4" dia. Elco cone screws with min. 1. ALL wood In contact with concrete shall be pressure treated. ° 0 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %2" and 4" max from each corner thru 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow. Exterior face Iof wall 10. Contractor to Provide Drain at water heater in accordance cries 71 with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for #e wood screws thru jamb into buck handicap accessibility requirements. 2i/2, 2i/; at each hinge and 15" o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department /2 L" /2 NTS 13. Surveyor t0 set in field. Separation between residence and garage shall be per FBC R302.� INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND I-{. Door between garage and residence shall be 1-3/4"t 20 min. rated door ILL L O T OIPRIOR To BUCK Water Heater Install windows thru buck into block with 31iL" tap -con with 1 1/2" penetration at L" o.c. max. I5. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er FBC R302.9.1 P pp from each corner and 20." o.c. max thereafter at lambs and 20" o.c. max. I�. Wall and ceiling finishes shall have a smoke -developed index of not greater than �50 per FBC R302.9.2 Exterior face at head and sill per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Vanes materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31� - see permit info box of code edition 18. G psum board material shall conform to ASTM C3, , C19, C-415, C51-4, C�30, C931 I"x4" P.T. Buck nailed to C40, C1002, CIO-f1,C1111, C1118, C12i8, C1395, or C139� and shall be installed with case hardened nails nor to window attachment Detail at l.Ulndows prior accordin to the followin (FBC R102.3.5) g g• I" P T B k I d Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for of dr wall into Spacing Maximum installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" �" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2'/ OR 0.080" dia. x 1 5/8" long with Walls Either 161, 8° 16" Direction 15/64" 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" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 8 OR Walls Either 16" 8" 16" 0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0,0915" dia. x 1 1/8" with 19/64" head. x 6 . uc nal e to N T S block with case hardened nails prior to door attachment Install SGD thru buck into 6. 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 p O 0 Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to l block with case hardened nails 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13�.1 and A131.1 20, Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288 C1325 OR C1118 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 accompane4in smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R31�- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails is 6" o.c. at ail 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 with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip---''\R-30 blown fiberglass Edge il: Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1 �5" long gaiv. bar tort. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furring strips at IL" O.C. with R4.1 Pi -foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R-T02.3.1 stucco on typical concrete i and shall meet all pertainingASTM codes. block construction a) Mortar to be Type M only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Pro /ide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert, w/ 30 overlap Frll cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max_ spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mill Visqueen over clean compacted termite treated fill Grade II �lll- -''I� -I IOld IIII x 14" Concrete footing ('4 wlt'i (2) 45 bars Cont. and 95 TY P I C A L S E C T I O N trnrsverse bars at 48" o.c. Scale : 1/2" = I'-O" Head prior to door attachment fixed door sliding door '... Masonry Wall 'Track: ' Bottom, Typical Flooring Sill install SGD thru buck into block with 3/16" tap -con with S l l d i n D 0 0 r Detail I penetration at 6" max. g fromom each corner and 20.." o.c. max thereafter at Jambs per product approval) a m b At Masonry. gall NTS w lndow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5 %8" x '4'-4 %8" 54 %8" x 54 �8,, Single Hung ZONE 4 2. C-2%"x 5'-3 %' 15" x 43 /," Single Hung ZONE 4 3. 2'-2" x 3'-2/2" 21Y2"x 38i8" Single Hung ZONE 4 4. 3'-1" x 5'-3%" 38" x 43'/4" single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures rn permit info box on sheet ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturer s specs prior to construction Door S chedule Mi rk Size Rough Opening Door Descrl tion PRESSURE ZONE 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 4'-8" 41 x 83%" Fiberglass Panel - Inswing ZONE 4 L'-Off X 4'-8" 14" x 81 /2" ;fr°;� „t°'" Sliding Glass Door ZONE 4 2'-0" X 4'-8" Solid Core - wood - 4-Panel -Bi-Fold Finished 24" x 81 /2' 2'-4" X 4'-8" Solid Core - wood - 4-Panel 5'-O" X C-8" Solid Core - wood - 4-Panel - Bi-Fold 2'-8" x 4'-8" x 1 %," Solid Core wood, Steel, or Masonite Door if 2'-8" X c-8" Solid Core - wood - 4-Panel 2'-4" X 4'-8" I Solid Core - wood - 4-Panel - Bi-Fold ALL b GARAGE W A wi Exterior doors to withstand pressures stated in perr' - of o x on sheet 41 DOOR SPECIFIED iN PRODUCT APPROVAL FORM AND S1-.4-- THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEE- 41 I rough opening dimensions to be verified by contractor IF h manufacturers specs prior to construction MIW*l 12" 8'-l0 F 2 0> 0 00 00 00 0 0 - EGRESS i O Filled cell under P O R C H I � H. 0 -girder above I� WIRE LATH t STUCCO - ° CEILiNG 19'-91, a N MASTER o -� o O BEDROOM 0 , UPo0 00 0 0 00 - 9 V 8'-0" A.F.F. ° Flat Ceiling I Vn O I ° O N Vanity to be ® I O 34 y2 "high O A.F.F. Rod t Shelf `i Vaulted Cellirg 0 s 60 GREAT I ROOM LOS TI H.B. }-}------1 0 Rod t Shelf - N 0 av 00 in - O I �� Q 32" DRYER ASHER O 0X- LAUNDRY I LU o H N 8,-0" to 9'-8" A.F.F. O Vaulted C ° I ding � _ o DINiNG Vanity to be 34 yz„high R O O M m IS" �i2„ I I I i counter tops to „ ,`� E I I ;r overhang wall 1.5 3/8 thick steel I ° i= _ counter top supports 9 -5 4 5 3 90 eq. eq• counter tops to 6 over ang wall ° 2' -'4" - - -JWI PANTR CAB m ® I .o O +41" high wall [ I -� SECOND 0 I fl o BEDROOM <ITCHEN I �i o = 8'-0" A.F.F. 8'-O" to 9'-8" A.F.F._ l Flat Ceilin I Vaulted Ceiling ` O g - Upper cabinets to I I extend over Ref. I 0 I MICROWAVE NON-V ENT REF. O = 12'-8" 4" ~�" 38. CLEAR O OPENING J H.B. - m R-II Bates Insulation G ° Provide auto W.H. O N � ® THIRD -m ard- O closer 4"0 Steel See detail • onllthis BEDROOM sheet �� W ----- J r ° I I 22" x 54" O r = Attic Access I Q 4 with light I = 8'-0' A.F.F. I L - - - - -J L - c 0 Flat Ceiling a 8'-O" A.F.F. / A/C `r Flat Ceiling o J I GARAGE 12'-8" O m - Block wall In 00 O MT 0 0 garage to be 0 0 ��2'-8" struck block R-II Batts Insulation P gvide auto13'-0clo° er 190 Amp Panel EMERGENCY 0 r-----------------i EGRESS r----------------- I I I i O I B I I I r I I I I I I O O O I i I GOLF CART' I O a- 1 I GARAGE I I I Cr Lin Ln I I I I 12" L!_J ----- 0 C' 00 0 0 00 00 01 1 10 0E 8,1 ® _2,_8„ ® 2,_8„ 2 9' O 2'- 8 _ 6 4 9 O° Verify attachment _,*7� < >< hole location with GC prior to fabrication 3/8" thick 6„ steel bracket 3" \--R TOP BRACKET DETAIL Braden t Braden AIA, 47, nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T � � WINDSOR Tel ; (772) 28-1-82-8 I - Fax : (772) 2881-8283 Spanish Lakes --mail: bradenala comcast.net St. Lucie Country Fl rida Stuart. FL 34994 #AAC000032 35'-0" < Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage sq. ft. Under Roof Total = 2,�f8�f sq. ft. MODEL: Date Drawn Revisions Sheet Comm 1* 5-9-11 READ', Drawn by: 2 IS-IS9 PORCH C C.u. RIGHT Checked by: D_R.B. OF 5 FIX` Ie C o.P y STRIJCTUR74L MOTES: 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. 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 # EXPOSURE ="C" 3• POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it `I GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 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 TO BE SPREAD iN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI iN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1�'- LAP ALL REINFORCING STEEL A MINIMUM OF �f8 BAR DIAMETERS. � GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION PLAN 1� ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Ang changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf, Should ang Other conditions be encountered, the architect shall be notified in writing for revision 4. Verifg all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell uJith concrete and 1 :45 bar vert. at -48" O.C. max. fi rovide (1) filled cell on each side of openings upp to S' 11" Wide. Provide (2) filled cells on each side of o enings from � —O to `� —11 and f rovide (3) filled cells On each side of openings from 10' —O" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24s o.c. unless otherwise noted (see section) �. 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 �0, meeting ASTM A-1� 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 Itconcrete protection at beams for ALL reinforcing bars. 45 bar vert_ w/ 30" overlap SEETYPICAL at each filled cell F"E C TIONS 4" concrete slab with fibermesh OR OxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade OW 111 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x(o #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat. V Y 10" (2) #5 bars cont. bottom steel 12" 2)DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-G" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished floor I.p 4 SCALE: 1/4" = 1'-0" FOOTNG SCHEDULE Mark Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 00 — - c� — —llll�llll IIII III' ..IIIK''' 8" PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL EC71ONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6 x6 #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill F.F. Grade 7 7— :y 14"w x 14"d concrete monolithic I I 1 1 footing with (2) #5 bars cont. 14" ��j GARAGE CURB DETAIL s" -111= 30"x30"16" concrete J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR �"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. SCALE 1/2" = 1'-0" Termite Protection for \ ew Constructlon. 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. 2" x 6" PT wood secured with \ 3/8"61a. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb pe- 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. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. =filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Flllcd Cell Column rgle led Cell Column NTS NTS 0 r H.B. A/C Me on either side o house field verif service location 15'-3" ii I I UU UU 1-1-1-1 1-1-1-1 FI I FI 2�'� 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied 35'-® into lintels above 8'-1012" ,12 8'-10%2" , I —L — Filled cell under r girder above Rear Poreh Slab to O — FI r J be poured separately 1 W F� I o from House Slab. O iL - NLL o Thicken footing to „ 24w x 14d x 24L Io under filled cell 2 under I girder bearing. O O �+ 0 O n FI FI 1 Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I O ° F- ° I' I �I ° 4" concrete slab with fibermesh OR I■ ° 6"x6" 410/10 WWM on 6 mil Visqueen over I 'U' clean compacted termite treated fill I � a$ � I - .I o o -� DRYER ASHER �I IE li F ° h- \/ I I■ I FI I I �I to DW I I m �I �I to 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill REF MICROWAVE NON -VENT 38' CLEAR O I H.$. OPENING v F o 0 -- � ---- —w.H. 4" (0 Steel Ballard See detail on this sheet >1 1 a 1 1 I I I w a LO F6 FI I I F5I m —�--------- ti N '' 0 0 0 I w 81 0 l N I ° o 141 Step _ I I ■ i F5 _ F 13,-Oz O I � p Lo I Q I —I L-----��--- F5 _,00�-------- — Jo nO 1.5" Recess for O 00 4 00 O 1.5" Recess for D DD Garage Door Lq Garage Door 1q- 2`8„ 9'-0, 2'-8„ 6,_4„ 2,_8„ 91-01, 2,-S" mraden � Braden AIA, t-A WU nne Buildin Corp - Architects - Planners 417 S.E. Coconut Avenue THE UJINEDSOR Tel (772) 287-8258 _ Fax (712) 287-8283 Spanish Lakes =-mail: bradenaia cor^cast,net St. Lucie Countc� Flor da Stuart. FL 34996 #AAC000032 MODEL: REAR PORCH RiGHT Date Drawn Revisions 5-9-11 Drawn bg: C.c_u_ Checked bg: D_R.B_ Sheet 3- OF 5 N 6 Comm It S-IS9 copy ROOF SHEETiNG ATTACHMIENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood -4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 KEL Area Edge Field Fastener Pressure Zone 1 �" 6" 8d ring shank �5 psf Zone 2 8d ring shank 16 psf Zone 3 8d ring shank 8,4 psf 111A** Zone 3a 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars C O F FL�N diameters overlap with min. 48 bar into beam. Tie Provide 95 bar set in pre —cast lintel into beam where length of Scale : 1/2" = 1'-0" filled cell steel into beam block steel_ continuous the opening calls for it. — Overhangs at I'—O UnIeSS Ot lerwise noted On this sheet — roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast —Crete Truss shop drawings to be provided manufacturer SUB—OB/OT precast lintel set in mortar :.: •._ — Anq changes to this plan shall be submitted tO the ,_: ;�' - .' . `'. ; ^: Min, e' Bearing �._ _ _ _ •_ _ _ _.� _ _ _ _ _ _ archite ct for approval In W r I t I n g prior to Starting COnStrUCtlOn. „r :; ::•K:x:;,::-:� > ALL TRUSS TO TRUSS CONN CTIONS BY Verify with Plan Concrete 12 "x 12" /Lintel Column Block #-1 7 Rebar Rebar 48 Bar Dra. Min. Overlap Column to Lintel Attac� m&rt '. ,... Provide PT Buck attached per jamb details into Filled cell 4" Pre —cast + ' Sill 1 -i TRUSS MANUFACTURER ' — Architect to review Truss Shop Drawings Prior to construction for la�Out and uplift Verification Pored Filled cal° _ Contractor to provide for Form Board Survey and to provide Form Board Survec to Truss Companc prior to truss construction Provide #5 bars with min. 48 bar I overlap in filled cell. Tie filled cell steel into continuous Tooter steel. IT Concrete Footing (see Tooter schedule or exact sizes DETAIL AT WINDOW OPENiNG iN Scale: I/2" = I'-C" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPf=ING TER BEARING G POiNT NTS I i 7/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using Sd nails_ Substrate to be 19/32' COX Plywood nailed at C o_c_ in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 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 6" end laps fastened with corrosion resistant tin caps 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 attachment detail on this sheet Additional Precast Lintel - #5 bars �_ CLEAR Lintel Length Bar Length Gear Span A Bars n Bars V`1-7 2'-10" 2'-8" 1'-6"2,�3 none 1� i 3'-41, 2'-2" 2,93 none SF8—OBAT 8F8—IB/IT SF8—IB/2T Additional 4'—O" 3'-10" 2'-8" 2,43 cone #5 bars CLEA ;,—`: 4'-6" 4'-4" 3'-2" 2,#3 none = One Row of31. �f'—O" 2,#3 none ';; Block Above5'-2" none .M..2,#4 .� '` 7 Precast Lin: ; "' 1 :., ► 1 •:`; ' Additional 6,_6„ 6 _4„ 5,_4, 2,44 none —__—� #5 bars —01, 6'-2" 2,45 none 8FIL—IBAT 8FIL—IB/2T 1'-10" T'—O" 2 #5 none NOTES: ALL reinforcing ate,,- s grade X. I. min. coverage of steel=1.5" 2. m1n. bearing required m ea. end=8" 3- standard for reinf. steel=ASTM AL15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDuL E Mark Window or Door unit Width Lintel Size Cast —Crete Specification Rows of "H" Block Above Bottom Steel S'ze Top Steel S'ze Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" SF8—OBAT I #5 3069 1549 1024 L31 2'—b" " V—e 4'-0" SF8—OBAT I #5 25LI 1343 743 1_45 4'-5" 5'-10" BPS—OBAT I #5 1105 909 339 LBO 5'-0" C-0 BPS—OB/IT 1 #5 1238 835 121 LLO 4'-8" T—L" eF8—OBAT 1 #5 1011 121 534 LBO 8'—O" 9'-4" SF8-..'=, "2T I I #5 #5 2 2 #5 #5 152 643 591 530 512 401 L90 9'—O" 10'—L" 9" T L90B T-0" 10'—L" ONE 1 #5 2 #5 1533 1183 401 LI00 10'—O" ll'-4" BF8—IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFI6-6/2T ONE I #5 2 #5 I3L4 1 1028 452 LI20 12'—O" 13'-4" SF8—IB/2T 1 #5 2 #5 411 428 324 L120B 12'—O" 13'-4" 8FI6—IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 8FI6—I15/2T ONE 1 #5 2 1 #5 1250 609 259 L140 16'—O" IT-4" SF8—IB/2T 1 #5 2 #5 300 1 192 194 LILOB I4'-0" IT-4" 8FI6—IB/2T ONE I #5 2 #5 1 950 500 194 — ALL LINTELS SHALL BE MADE BY CAST—CRETE. — LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE — REFER TO CAST—CRETE CATALOG FOR ALL INFORMATION REGARDING LiNTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS — LINTELS OVER K—O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — t 24" o.c.) supporting Max. 1810lbs. uplift 12 4 C crate Anchors Pe, Ma ufacturers Speca Poured Concrete or concrete block wall n Aluminum Panel Sizes per manufacturer See Tuoical Stud Detail I I I i m 1/8" x 3/32" Wing Nut w/ v appropriate washer and spacing I o per manufacturer's Details .OL3' iron gln"e U I s I o .094' m ' vq i � s I � I � N � N I I I I I I I I Poured Concrete or I concrete block wall I CV Concrete Anchors Per Z" Manufacturers Specs Flush Mounted Shutter Detail Aluminum Drip Edge f Fascia a Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut 1/4" r�ts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE—ENGINEER4---0 WOOD TRUSSES 24"o.c. TYPICAL. ( shop drawings by manufacturer ) N � -) X Q Y_ O U ! (y 9) (V 4 ZJ- p L d I a) N C C: N (U U O � LU E C Z — _ L S Aluminum Drip Am '\\R-30 blown fiberglass Edge Fascia 1/2" thlc stucco on 3/B" fi—nb lath n bottom chord of trusses 12" attached to horizontal and vertical wood framing with nails or staples to provide /2" drt�wall with Smooth finish 2" x 6" Sub—FasGl no less than 1-3/4" penetration into horizontal wood framing and 3/4" eretration Two rows of beam block filled with concrete Into vertical wood Framing member., and (1) 45 bar cunt. in each row_ Substitute Kagcan full o vent vingl soffit installed 1/8" precast lintel filled with concrete and (1) #S Dar cost. for bottom row over openings usingg dia shank x 15" long gaiv. roofrng nails with 3/8" dia. head per product approval — see chart sheet #1 1/2 dr wall over I x furringg 5/8" thick light textured st"ips a 16" o.c, with R4.1 t[—foil I2" x 12" concrete column stucco on typical concrete block construction insulation on typical 8" Block walls block Filled with concrete Vanes — see Aldr wall to be installed per FBC R702.3.1 - y p and (2) #1 bars Vert. tied plan and shall meet all pertaining ASTM codes. into lintels above r. #S bar Vert. w/ e0 Mortar to be Type "M" onl proportioned _per FBC R601.1 30" overlap and Mortar joints shall comply with FBC R601.2.1. thicken edge to 8"xB" P ovide Dur—O—Rock at all wet areas (ex. showers, tubs etc___) with concrete and at each filled cell one #5 bar continuous BEYOND =•I cell with concrete and Rear Patio/Slab to (l #5 bar Vert. (typical). be flush with bottom of Mac. spacing shall not exceed sliding door recess. Wood �6 unless otherwise noted see foundation plan notes for Top of footer 14" below finished floor Base sztcing at openings Step per foundation plan f" concrete slab with fibermesh OR b'x` 410/10 WWM on 4 mil Visqueen over �° - a Slope per foundation plan dear compacted termite treated fill 11 ei 11 ( _ ��=IIII III IIII I111� Ilil- .. ;,..: -�� — ;. III IIII ,-.• T lcal Sec:tlor �t Front orc Scale : 1/2" = I'-C" i�l�l�l�l�l�l■ �1111�,�I ]d22 ei 12 SLOPE 0 Gulf Coast Supply and MFG 5v Crimp Metal roc 26 ga. 5v crimp metal roofing attached to plgwoc wood screws with self sealing washer at 12" O.C. n ype a unaerlagmeriT installed wi m laps fastened with corrosion resistant tin caps an spaced 6" o.c. at all laps and two stag(3ered row; Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) 10d nails into truss. Add blocking to truss leg per detail on this sheet (y LIOOB L90B LU l� 0 L9OR / / 7 Z/ /Z1 L450. 12 SLOP �f O r- 0 H W T B1 All, O VAU EDIARE O " " ::. w 2 U E f� CV 44-3 Q � Z 111 � #II 1.12 ng #9 x 1.S" nVowor y Ar I125" ring n ank ails I17 1 12" u c. rn f d. ttach_ 31 BI - 22" x 54" Attic Access B with light I I N < O FOD— I =F T I f —i I / DO SPACEI I / /I L22 BI 1 11J I I I I I 12 SLOPE 1,4 I I I I BI L22 \ �il�El@lI�I�IIOB■N S H E T,4 20 'Provide for gutter Provide downs out impson p hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. Uplift Braden t Braden AiA, ' Architects - Planners 417 S.E. Coconut Avenue Wnne Bulldln Corp. THE UJINEDSC Tel : (172) 287-8258 Spanish Lakes - Fax : (712) 287-8283 --mail: braderaiaiscoiricast.net St. Lucie Countcg F orida Stuart. FL 3�99I UAAC000032 MODEL: Date Drawn ReVISiOnS S-OI-I� REAR Drawn bg: PORCH RIGHT Checked by: D.R.B_ Sheet OF 5 Provide downspout File Copy PANEL "A" circ# Description Wire Load BR Poles Poles BR Load wire Description circ# 2 40 10 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 #6 12.0 kw 50 2 2 30 4.5 kw #10 140 gal. water HTR 5 6 Range � e 1 20 1.8 kw #12 Pump 9 10 Dryer #10 S.O kw 30 2 11 12 1 20 1.5 kw #12 13 lq Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave i5 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 is Recepts 412 20 1 I 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 24 Recepts 412 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I i5 #14 General Lighting 29 30 Recepts #12 20 1 is #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 3q Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GF1 #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GPI 39 40 General Lighting #14 15 I s are 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) S_mall..A.ppliance. Circuit(s).................................... . Range......................................................... Refrigerator Microwave Dish Washer ..............I.................. Clothes..W .sher........ . . . ....... . ............................ .Clothes..Dryer................................................ Water Heater .................... Water Pump .................................................. .Garage. Door Opener.......... • .... . . . ...... . ........ 1'135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1,200 1,200 i 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 11100% i 10,000 10,000 Remainder 2-1,415 e40% 1 O 10'%b Electric Heat or A/C 10,000 e65% 1 10.000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical Sigmbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed �s Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light W.p. GF Waterproof, ground fault interrupts PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cm I Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan 0 Television Jack Telephone Jack q psc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sPKR Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onl no aluminum. 2. Provide and wire aW required smoke detectors. 3. Contractor to verify location of electrical service and provider. -4 ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. I. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI�02 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. I6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. it is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide, all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C, and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. #2/0 Aluminum feed 1 'ia' Conduit TE 2" PVC ( FPL A/C disc. 150 MCB PANEL AHU 2" rigid service FPL I Bare, 5 #cont copper in slab �L�CTRICAL RiS�R Vent thru Soffit -- A/C ■ 124 CFM IOxIO" I'lASTER t SEDR00M 12xI2xIO 124 CFM B/A IOxIO" F -, L _ J i i F1, 12xl�zd B/A LJ 8x4x4 9 CFM ..L0SET - - - - - J 8x4x4 50 CFM Iltl DRYER ASHER LAUNDRY G FM 8x4x4 MEN 14 CFM 8x4x,4 "- I `� I T J 12 xl2 xe F J_ B/A��� I1-1 CFM 12xbxl SECOND F;EDROOM 12xl2x8 B/A THIRD BEDROOM 100 CFM 10x6xL 150 Amp Panel GOLF CART I GARAGE I I I I I I I I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively groundec as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 29. Dryer Vents to be installed per FBC RMIS02 12" sl 141 CFM IOxI0x7 IJ I 2O_x_20_ R`A� C .7 I L _ J 1 14" 1 I I I > I Q�II �R,,�,, L c 8 x4x4 CFM o- 1 IT 1 PORCH REATI 147 CFM IOxIOXI 141 CFM 1OxIOx-1 DiNING ROOM -_ _- CAI mil I ID I I In I 124 CFM 1 IOxIOx6 KiTCHlE N MICROWAVE REF NON -VENT 30FENINGR L - - - - J w.H. 4"(P Steel Ballard See detail on this sheet - , 22" x 54" 1 Attic Access with light L - - - - - J GARAGE ----------------- I I I I I 1 I I I I �1 E C I4N A OAT C;4. Y O= THERMOSTAT LOCATION v, Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-82;8 Fax : (712) 281-8283 -mail: b-adenalaacomcast.net Stuart FL 3�996 #AAC000032 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - rot shown for clarity j�M A S�7T E Rjvj L.7�DI\001 I i �S lir�1► =� 11 �iii ►M+ �J AiC ELE r � � a PORCH �\ WP GFCi \ Calculations I I GREAT I ROOM X_� I /I o Her r -S PANTR CAB FEN I l I GFcI c I 1 K1�THErqxl I C�FC / I 1 ®IMtCRaWAVE VAIFCI REP. NON -VERY / I / 38, CLEAR ° Ft- - - _J/ GFCI NIZZ Wi GFCI 11 ITV - - f - / FCi THIRD 4 0 Steel Ballard See detail on this sheet i �4 > r ---� I -22" x 54" = S" -Attic Access <11 -7_(Th�I \ OPTIONAL PANEL 1j LOCATION FCI ' / 1 \\ GARAG E / GFCI \ 150 Amp 1 //tgh \ \ Panel to cornff GFCI � ,{� � � \ GFCi r--------i �J/' r-------t2--------� Garage ` / Garage Door 1 / I Door 1 Opener 1 I Opener e GOLF CART' / GARAGE I 1 I I l i i GFC1 to galrage lights / \ 0007R�CAL CLAN Post Light with O SCALD: I1/4" = I'-O" Photo cell Center Post Light between driveways / f-i VP CLOSE i DoRY� ASH R LAUNDRY SECOND ; s Attic Ventin Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Rati 1/150 = 18.00 sq. ft. required Provide A ontinuous Vented Soffit W nne Building orp. THE WIN SOR Spanish Lakes St. Lucie County Fl rida MODEL: Date Drawn Revisions : REAR Drawn by: PORCH C C.u. R I G H T Checked by: D_R.B. E Wire For Front Post Light Sheet F. OF 5 Comm # W nne Building orp. THE WIN SOR Spanish Lakes St. Lucie County Fl rida MODEL: Date Drawn Revisions : REAR Drawn by: PORCH C C.u. R I G H T Checked by: D_R.B. E Wire For Front Post Light Sheet F. OF 5 Comm #