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HomeMy WebLinkAboutBUILDING PLANFinish Columns with 5/8" thick cut coral finished stucco bands 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 4" 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 t 5/8" thick light textured stucco on typical concrete block constrztion -------------------- - -- - --------r - - - -- 5/8" thick 8% cut coral finisheii Stucco bands RIGHT ELEVATION 12 4 1 SLOPE SCALE: 1/4" = 1'-0" ALL II ANUFA0'1`UKF.8 LA15LES SHOWINd U F ic-ross AND SHOO COMPLIANCE ITH F9C ENERGY CODB MUST RIEAIN ON ALL DOORS AND WINDOWS U IL INSPECTIONS ARE APPROVED Gulf Coast Supply and MFG 5v Crimp Metal ro ing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywo d 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 r�in. 4' side laps and 6" end laps fastened with corrosion resistant tin caps a�Y{¢pd with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered ro s 12" o.c_ in field. Attach deck to trusses using attachment detail on this heet RE�v�aEo 12 SLOPE 4 8'-1" T.O.B. H.' o'-0" _ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 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 detal on this sheet THESE PLANS AND ALL PROPOSED WORD, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 12 4 1 SLOPE Floor H 0'-0. = Finis ed Floor - - - - - - - Finish Columns with 5/8 thick cut coral finished stucco bands =L=VATION NOTES: oil O 5/8" thick x 8"w cut I�u coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. �'(' "ALED FASTENERS OR ATTACHMENTS xR Thl RESPONSIBILITY OF THE F"^NTRARTAR 9F RECORD m 2„ 5/8" thick x 8"W cut �.; H 5/8" thick x 8"w cut 3 coral finished stucco bands 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor ------------------- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - LEFT F.LEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doore, Overhead Doors, Sliding Doors. Windows & Skylights ARESU fvd NO ALL Opening NOA/FL product Model # Manufacturer Glass Attachment method TE3 Da QUIRE ' g6 Y O6%S Q�Br Type NUMBER 0 1,2,3 Mt Windows L Iq. x tlpcona W mi p4ne�rpUon at ma on each cor er end L o.c. iherea}ter through PT Buck into ea(d tilled -. 14apu QtdL��iQ QF",Q, FLU 11499.2 Single Hung Series 185 and doors CMU wall maintaining min 2.5" edge distance in strict adherence to the product appravaL ± 60 par A 16-0330.02 Overhead Model 824/ell 9'-4' max width 13 DAIS !I x to c6'H,1V ec le e . "e sit IJ a5 b.r vert, m.riq 3/e' x G• Hilo HLC Sleeve anciorrs et a• e.c. h 1.2s• di. e�her. weh R T adp. 1.tanee. In.t{.l tract to 6uet sing (D 5/IL x Ir fiw thread lag ¢raw m .ach Lrecket mwntelmng 10- -21 + 50.0/-60.0 psf Garage Door IL'-O" max height ma d IS' .dg. du ass - GC to sinewy adhere to pr.duet eppraval ovule l/X weh.r on roller ,heft. Jeld=Wen Elco 1/4' dia. topcon with min 1.25" embedment at 3" max trom corners and 11.5" o.c. max. thereafter in head and �amha. + 50.0 PSF B FLU 16614.1 Fiberglass Smooth Pro/ Sliding Glass Mi Wlndow5 ', x Cana w ml enetretlan at max. Tron ese corner end o.c. all dou�le raw thereafter through + 48.2 PSF C FLU 15332.2 Door Series 420 and doors PT Buck into solid filled CMU well maintaining min 2.5' edge dietence In strict adherence to the product approval. _ Product NOA/FZ Model # Manufacturer ac Attachment Method EaSpT Date tion Design Pressure of Approved Tests NUMBER CM-18531 Mi Windows For CMU use (2) I/4' x 2 3/4" tapcone with min I I/4" embedment penetration into each Mull Clip. Attach mull to clip using M) #10 x 1.25" + 118.9 PSF Mullions FLU 13353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. - Roof FLU 11951,12 SV Cnm p Gulf Coast Supply 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 Metal Roofing and manufacturing (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant do caps and with 1.25" ring shank Matte - 108.5 PSF spaced L o.c. at all Tape and two stagggered rows 12" o.c. in field. Attach reed trussss using aitechiment detal on roof plan Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Kagcan Install using 2" x 2" battens at t." o.c, screwed to soffit framing using #8 x 3" wood screws at each rues. Install soffit using PSF Vin I Soffit y 0.12' dia. x 1.9' long ring iato e6adttens Hurricane Flu 15016.2 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" lonalog 55 screwheandc combo.withNeoprene washer at 12 1/2' o.c. ± 45.0 PSF Panels Storm Panels Products LLC bottom the I have reviewed the above and approved it by my seal below. ( Architect or Engineer o Record ) 2" x 4" top plate base -board -0'-4" A.F.F. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (tgp screws wit self sealing washer at ed with max spacing laps ASTM n FILE COP I !type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end W laps fastened with corrosion resistant tin caps and with 1.25" ringshank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION n`­L MANUFAMUREa LMtea 614C)WINQ U AAC'I`OR8 AND SHO COMPLIANCE WN NA ENI'RLIvCOI)CMU$q REMAIN CN ALL tWRS AND Wf I?>rrre.Fh'SFECTION,A„IRN � 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c 2" x 4" P.T. bottom plate SCANNED BY St Lucie County ST. LUCIE/;UNT BOILDIN6 DIVISION REVIEWED FOR N]yj_IANCE EWED�Y DATE DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE 4" concrete slab with f)bermesh OR 61x6" #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill Interior Nor -Bearing Partition Ht C 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bd nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0' Il" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. 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 Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'_4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.4DL+O.4WI_ 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: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: Wall Zone: S. +35.8%-481.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per 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 SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J-5- per FLOOR DEAD LOAD: 1O per JOB ADDRESS:CM) s Q;,x L TO L 12�PITCH 0 oo Roof Zone I Walla Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE Mom Corner Zones Roof Zone 3 Braden t Braden AIA, PA Wynne Building Corp. Da�e9D� sin Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue The Grand Car 1 t or GARAGE LEFT Drawn by: 1 I 2 - 2 Tel : (112) 287-8258 C.C.U. . Pax : (112) 281-8283 Spanish Lakes Checked by: E-mall: bradenala comcast.net St. Lucre County Florida D.R.B. OF 5 Stuart_ FL 1499L UAAC000032 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L 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 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per f 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 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 I8_ Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1047,Cllll, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 2,4 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either I6" 8" 16° 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gy1psum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 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 e OR 0.092" din. x 1 1/8" long with Walls Either I6" all W, Direction 1/4" head OR Ggpsum board nail 0.0916" dra. x 11/8" with I9/64" head. CRASH POST DETAIL_ N.T.S. 31" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts Into slab (3/8"t 50 ksi steel plate) 6" %" 2%' 6" /2 '302.9.1 C R302.9.2 1" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment min Install SGD thru buck Into p io block with 3/1C tap - con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.cmax thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" from each corner and 20 thereafter at sill per pro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru AiOS.6, A108.1, A118.1, A118.3, A13LI 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 accompanymgSsmoke TM E 84 developed index not to exceed 450 when tested in accordance withh AA Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651 9 x 1.5" 26 ga. 5v crimp metal roofing attached to plywood deck usiiover ASTM D wood screws with self sealing washer at 12" o.c. max spacing . (type 2) 30 lb felt underlagment installed with min. 4' side laps and (" 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. n field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal eachtruss i(1 12 x l/2" 1dal PRE-ENGINEERED TRUSSES ( 24" o.e.) supporting Max. 4 1810lbs, Fft at 24"o.c. TYPICAL uplift(shop drawings by manufacturer) Aluminum Drip fiberglassEdge t Fascia ord of trusses ith smooth finish 2" x 6" Sub -Fascia beam block filled with concrete ar cunt. in each row. Substitute Kaycan full o vent vinyl soffit installed precasinel filled with concrete and (l) #5 bar cunt. for bottom row over openings using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia, head per product approval - see chart sheet #1 1/2" drywall over I" x furrtngg strips at 14" 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 R102.3.1 stucco on typical concrete T coMortar and shall meet all pertaining ASTM codes. to be Type M" only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC RLO1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert, w/ 30" overlap Fill cell with concrete and at each filled cell (U u5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade i 1=1 I I 1 WEI I I I� 14" x 14" Concrete fooling wlfh (2) 45 bars cont. and #5 TY P i C �4 L SECT I O N trian5verse bars at 48" o.c. Scale : 1/2" = 1'-0" max. C. max raol AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR JIL I I I 21' VTR Master Bath 1 I 1Lay. I 2• Lev. q' 2" VTR 3' JIL I i shwr. Kit KitII Sink I chen N Lev..a 3' W.C.NcloshtTo Bath Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 11/2" Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical Flooring Install SGD thru buck into block with 3/1C 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) a m b Window Schedule Mark Size Rou h open. Window Description PRESSURE ZONE 1. '-5%"x 5'-3i8" 54%s"x 63i4" Single Hung ZONE 4 2, '-2%'x 5'-3 %' 15" x 63 %' Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 21%2"x 385'a" Single Hung ZONE 4 4. `5%'x 4'-2%' 54%'x 54Y8' 1 Single Hung ZONE 4 ALL and ALL ALL All with Windows to be aluminum windows w/ tint mullions per elevations. windows to withstand pressures in permit info box on sheet I Windows In bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturer s specs prior to construction Door Schedule Mark 11 Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-0" 108" x 84" Overhead Garage Door ZONE 4 B I3'-O" X c-8" 41 %4"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" "I4" x 81 %2" rr.r'°; ;°`.,t°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - (-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G '-8" x 6'-8" x I %q" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-4" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 9'-6" DD DD DD DD ry D EGRESS D D 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p Covered Porch o a 12'-8" D D (V D 1411IL-11 LAI IEBID 1 1 1 1 M1 I I I DD OL MASTER U BEDROOM 1 ° 8'-O" to 9'- 8" A.F.F. I V_ va 8'-0" A.F.F. Vaulteld Ceiling to �N Flat Ceding GR AT o ROOM 0 i ry I D Rod t helf 1 6'-O" 6' 4" 19'-8" D ° H B 1 I Vanity to e t 1 r I r cv 34 /2„hig h- O Do ,� C O 1 ' O 0 2" x 6" knee -wall 8'-0" to 9'-e" A.F.P. �11� W below 1rr r I counter top I Vaulted Ceiling DINING LINEN J I ROOM O M CABINS Rod E Shelf 8 �'JS F�F D Q O 00 w- t 2 - / l A T H Vanity I H ° to be I 34 /2„high O I (4111) 9 /q° Ir-O 3/4,. O O High Wall Vent Dryer through wall L - _ 1-1/2" I 8'-O" A.F.F. wer-hang dOH 'IV Flat Ceding Upper ca meta to D 0 extend over Ref. 3'-O"4" 8'-I" 1 � 2" filler I � I E in e�. RBATH diewng - - row�Vq - �aoC _ Rod t Shelf D R-II E Betts nwleGon W 1„1 ® N_ O D 0 A/ C I a #i Steel Ballard See detail op IbIrLsl1@e� F m 7„ uJ 22" x 54" 1 r� O in Provide auto Attie Aeesas 1 I N closer with light 1 D 22" Q 8'-O" A.F.F. _ Flat Ceiling 15P P a 4" u'-6" v �� Meter 6'-0„ ei ID (7 m © `" SECONDCD {p GARAGE E ERGENE BEDROOM �_ RESSY D O -4" A.F.F. DD 1 MTJ JECD Flat Ceiling D D ° ° o„ o O3 o O r-----------------I EGRESS D `r Block wall in 1 garage to be 1 = ° 3) D O ro O D 1 struck block O I I i - C VER D b I I 12" x 12" concrete column block filled ORC with con rete end (2) 7 bars vert. tie p into lintels above I 6' 2" I O I D D E011 119B DD N 021 2'-8" 4'-2" 5'-4" 15'-10" 5'-41, Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT ALL Exterior doors to withstand pressures stated in permit info Varies box on sheet 41 7 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All ough opening dimensions to be verified by contractor Detail at Windows with � manufacturers specs prior to construction Braden t Braden AIA, PEA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia8comca5t.net Stuart. FL 34991. #AAC000032 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida Exterior face FILE CU?N 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 6" PT Buck Uetail at Uoor A b .crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Date Drawn Revisions Sheet Comm # 5-9-I1 GARAGE Drawn by: arlton LEFT U. 2. 12-2� Checked by: D.R.B. OF 5 34'-0" 3 4 9 TRUCTURAL NOTES: 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. IC ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALLCOLUMNS,BEAMS MIN. 3000 PSI FILLED00 T SHALL BE 3000 PSI R 4 PSI GROUT POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. IL GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR -I I FOUND/4TION F::)L/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL)I = 41 PSF WIND VELOCIi`Y = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE 4"C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t A-35 SPECIFICA IONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTUR L GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SO THERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2800 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 upp to S'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side Of openings from 10'-0" and Up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2�" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8_ ALL Reinforcing steel Shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. G am #5 bar Vert. w/ 30" overlap — at each filled cell '-E TYPICAL ECTIONS 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 111— 14"w x 14" cl concrete monolithic footing with (2) #5 bars cost. 14, TYPI('AL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cost. Step per o foundation plan a l s�--�- 10" (2) #5 bars cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Top of footer 14" below finished floor_ ;4 0�L 30"x30"xlC concrete colurnn footing with (4) oars each way HI111— 30" COLUMN FOOTiN DETAIL SCALE 1/2" Thicken edge to 8"x8" with concrete and one U5 bar continuous GRADES 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. 4" concr to slab with fibermesh OR L"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDG 45 bar Vert, w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ I s.. 14" SEE TYPIC �,SECTiONS 4" concr 4"XV #10/1 clean cc e F F DETAIL :ALE 1/2" = 1'-0" slab with fibermesh OR WM on 10 mil Visqueen over Led termite treated fill I 1 i' \14°w x 14"d concrete monolithic footing with (2) #5 bars cont. GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 3/8"d1a. x 6" anchor bolt at 18" °overlie jamb I Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRE IN PERMIT INFO BOX ON SHEET #I. APPROVAL FORM FOR MANUFACTUR door track secured to wood manufacturer's product approval IRES STATED FITS E PRODUCT MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 OBBraden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3499(a #AACOO0032 c 20'-0" 00 00 11 i i i 11 00 OD --------I — —-- ° r —— FI —--- F �L_ J F4 ^�I F� �I Filled FI girder cell under above I O I 24:, I N I o r J to Rear Patio/Slab r be poured separate Q F p from the house slab. m Thicken footing to 24"w x 14"d x 24"L FI under filled cell I ] a under girder bearing. 00 O w I Rear Patio/Slab to ° om be flush with bottom of I g-u u r w a I sliding door recess. Slope 1/2" I f_ F_ wu' of I �- `- I I to i FI D ° 32'-8" N.B. I 4" concrete slab with fibermesh OR I I O 611x6" O 410/10 WWM on 6 mil V squeen over ° I clean compacted termite treated fell I I of Ic i F- I =i 1- i ail I;- Q I I FI I DID ° H.B. 4'-O" I � --� -- O o O 1 I o r — — — — — — — — — W.H. I FI I r #I 4" 0 Steel Ballard IFS filled w/ Concrete 0 I i \ LU I of �O�- �17�i I IF IG to v I v I (n� I v'a I I nw 1 CD I 100 FIDO� I a�9 °' O Io to ;I toys o A I \ I CDD° o Q) n `uQ u = I \ \ FI i o\ F51 --- J O --_-r-_---43 UQ IFS #Q3 = W I 0 0 i i i Q 0O I 14'-6" -1 o F5 Recess for IL u l �I O — 00 00 Garage Door — — — — D DO 00 ° ° — — — — — — — — — 3'-5" 6'-2" r_nncrete column block filled WUnne Building Corp. The Grard Carlton Spanish Lakes St. Lucie County Florida with concrete and (2) 41 bars Vert. tie into lintels above FILE GOP` A b FOOTINGS SCHEDULE Marki Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W x 12110 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WiTH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions Sheet Comm # 5-9-1-1 GARAGE Drawn by: LEFT C.C.U. 3, 12 — 2 � Checked by: D.R.B. OF 5 % ................ OVA OVA AOVA Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 �" 6" 8d ring shank �f6 psf Zone 3 �" �{" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf witherifg Plan _ Concrete —III 12"x 12" / Lintel Column Block �l Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel. � Provide Cast -Crete n SUB-OB/OT precast lintel set in mortar Min. 8" Bearing I� DETAIL AT CBS WALL v N NTs n Provide #5 bar set in pre -cast lintel Into beam where length of the opening calla for it. rovide PT Buck tacked per iamb Lams Into filled ci 4' Pre -cast Sill \ Filled Cell Provide #5 bare with min. 48 bar diameters overlap in filled call. Tie Pilled cell steel into continuous Tooter steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 5/8" dfa. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL A��" GIRDER STRAPPING AIT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 921 over ASTM D type 2 paper backs wire lath nailed to substrate through one layer of I ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at G" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL U1101.12 2( 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 Ib felt underlagment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" 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 =Lintel Bar Clear it u A 7"s "• ': •...l:,..::.":..( Len th 9 Len th 9 Sf an p Bars . .r 9 r ?;::� y CLEAR 2'-10" 2'-8" I'-G" 2,93 none 1 1 1 1 's• i I I �'1 1` I 3'-4" 2'-2" 2,23 none BFS-OBAT BFB-IBAT BPS-IB/2T Additional 4'-L 3'-10" 2'-8" 2,#3 none #5 bare CLEAR 4'-4" 3'-2" 2,#3 none One Row of "H" ', ?:� Block Above 5�_4�� 5'-2" 4'-O" 2.43 none 5'-8" 4'-G" 2,#4 more Precast Lintel Additional 5'-4" 2?44 none -__--, 95 bars _'__y �'-O" 6'-2" 2,U 5 none BFIL-IBAT BFIL-IB/27 �'-10" l'-O" 2,#5 none Notes: ALL relnforcirg steel is grade GO. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for remf, steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above Bottom steal Siu Top Steel sea Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" V-0 8F8-OB/IT I #5 3069 1549 1024 L31 T-6" 2'-8" 3'-1" 4'-0' 8P8-OBAT I #5 2561 1343 143 L45 4'-51 5'-10" el'6-OBAT 1 #5 1105 909 339 L50 5'-0" C-L" 8F8-OB/IT 1 #5 123a 835 "121 - LLO L'-8" 1'-L" 8Fa-OBAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" alma-IS/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-4" alma-IB/2T 1 #5 2 #5 L43 530 401 L90B T-O" 10'-L" BFIL-IB/2T ONE I #5 2 tt5 1533 1183 401 LI00 10'-O` II'-4" 8Fe-IS/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFIL-IB/2T ONE 1 #5 2 #5 13LL 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T I 85 2 #5 411 428 324 L120B 12'-O" 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 609 259 L160 I6'-0` IT-4" 8F8-IB/2T I #5 2 #5 300 192 194 LIOOB 16'-Oe 11'-4" BFIL-IB/2T ONE I #5 2 tt5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-�CRETE. - LINTELS SHALL BE FILLED SOLID WITH 30}00 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE feRESTRESSEO. 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 Aluminum Drip _ Edge t Fascia 2" x 6" Sub-F Kaycen full o vent vmgl a using I/e" ilia shank x 1.5" rooting Wads with 3/8" ilia. product approval —see ch 12" x 12" concrete column block filled with concrete and (2) #1 bare vent. tie into lintels above thicken edge to 8"x8" with concrete and � one tt5 bar continuous BEYOND Top of Tooter Ili" below finished floor 4 I/2" thidk stucco attached to horizi Preming with Walla no lase than I-3/ honzontel wood Pn into vertical wood Aluminum Trip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web /8" hi —rib lath and vertical wood iplee to provide rnetration into and 3/4" penetration ng members 5/8" thick light textured stucco on typical concrete block construction Varies -see plan 4 5 bar vent. w/ 30" overlap at each felled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan r' Co crate Anchors Per Pared Concrete or Me ufacturere Specs / concrete Mack well � J ,I/4"Mex. Aluminum Panel Saes per manufacturer - See Tuo cal Stud Detail /9" x 3/32" Wing Nut w/ I71— v appropnate waahar and spacing I `u per manuPact a- srer'e Details i 063. frw 9kY � 1 r w 099" J L X. � qm I W M� p I C I I I 1 I I Stud Detail Poured Concrete or I NTb concrete block wall \ I Stud w/ Din Cast Zinc\L n Nmkel Plated Wing Nu[ Concrete Anchors Per =. Manufacturers Specs Flush Mounted Shutter Detail nts Wood Base Brace Gable end with 2" x 4" SYP 42 aft back Walled to bottom of top chords using (2) IOd Walla at each truss PRE-ENGINEER ED WOOD TRUSSES � e 24"o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable end with 2" x 4" SYP 42 min. aft back nailed to bottom — of top chords using (2) IOd Halls at each truss " \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block felled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings I/2" drgwall over I" x furringg strips at IG" o.c. with R4.1 Pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" oney proportioned per FBC RGO�.I and Mortar points shall coinply with FBC RGOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' ilia. threaded rod with min 12" embedment hurricane anchor at each truss Into beam anther wet set or in epoxy with ( 2-4" o.c.) supporting s WMIN MZ;lf alin washer at 12" o.c. max spacing over ASTM 1) J.MIN r FIII cell with concrete and ROOF O O � � L � j� (1)#5 bar vent. (typicaD. 'M h II 1 O _ N Q ax. spacing s a not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT �f:12 UNLESS OTHERWISE NOTED ON THIS SHEET G"xG" #10/10 WWM on G and Vlsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER �clean compacted termite treated fell — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE =11II=11I11I —IIII FI 14" Typical SScale ; ection at front fi orch u — i n Braden t Braden A(,4, P,4 Architects —Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 287-828a E-mail: bradenalas'comcast.net Stuart. FL 3499G #AACO00032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wg nne Building Corp. Date Drawn: Revisions: Sheet Comm u S-q-I-1 The Grand Carlton GARAGE Drawn by: �( C.C.U. ,I - 12 — 2 � Spanish Lakes Checked by: St. Lucie County Florida ID. iZ.B. OF 5 PANEL "A" cires Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 4 Poles BR Load Wire Description arc# 2 40 1.0 kw #8 A/C camp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #6 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr ar #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. m 18 Recepts #12 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 10.81 kw #12 Garage Door Opener 23 24 Recepts Recepts #12 20 1 1 20 1.4 kw #12 25 26 #12 20 1 I 20 1.92 kw 912 2i 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts Recepts Exterior GFCI #12 20 1 1 20 #12 General Lighting 31 32 #12 20 1 1 20 #12 General Lighting 33 34 #12 20 1 I 20 912 General Lighting 35 36 Bathroom GFI #12 - 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 20 412 Bathroom GFI 39 40 General Lighting s@ 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . 1135 Watts Total(Watts) General Lighting (3. watts sq, ft.) .. . .. . ...... . S,mall..A.ppl.lance, Clrcult(s).... _ ... , ... ............ Range ....................................................... i2efrigerator....................................... .......... Microwave Dish Washer .... ..... Clothes Washer Clothes..Dryer.............................................. er ...Water......Heat........................................................ Water, .Pump . . ........ .. . .............................. .Garage Door Opener. 3 5,205 2 1,500 3,000 1 12,000 12,000 I 1,200 1,200 1 1,500 1,500 1 1,200 1,200 I 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 0100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,966 Electric Heat or A/C 10,000 865% I 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5L,71bc1 Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed P1B Push Button Switch _.CrExhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof ground cult circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Flood Light Electrical Panel Electrical Meter Ceiling fan A/C Disconnect -cml Carbon Monoxide Detector 4& TO Thermostat m ® Central Vac EEli O5 Smoke Detector %,/P Q Television Jack Telephone Jack A osc ® I x 4 Florescent Light ® 2 x 4 florescent Light SPKR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1 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 RMIL02 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. 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 fully 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. 16. 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 beers damaged. Vent_tl�ru Soffit AiC Meter 143 CFM IOx10xL 1ASTER EDROOM 143 CFM lOxlOx6 12xl2x9 B/A 1 F - - - - - - - - - - - 4\1 Ly ° I %A� CLOSE I CFM 8x4x4 e. I 3411CFM 1 -1 E1*9 �� N - -� - TH I ° NN 10, W.H. x 54" F-2-2' - I Attitti--c Aaau with light L - - - - - 150 Amp Panel GARAGE I r----------------i I I I 1 I 1 I I I i 1 I I I I I I I I I I I I MECH/4NIC,44 L/4YOUT SCALE: I/4" = I'-O" IT It is not the intent of these plans to sfoow 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. I 18. All work shall be done in accordance wh 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. 19. The electrical system shall be completeli and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall beam 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 th ough 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 1 stalled in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 PATIO/SLAB I CAR IAT ROM I I I Center Registers 169 CFM on ceiling fan 149 CFM IOxIOx I IOxIOx� 12" DINING ROOM I�" I 1 1, ex Lei 20K20 T I I I I > 1 110 2 O I 1a 1 L_ I d L1- IL_ COVERED PORCH 11 232 CFM 12xf x1 SECOND BEDROOM I I \ 12xl2x8 `L B/A #2/0 Aluminum feed 1 ''/2' Conduit -� i4f,Yoxmigd! V riaid service FPL ELECTRICA A/C disc. ISO MCB PANEL are #4 copper wire > 45 cont. rebar in slab L RISER �H,B. Vent thru Soffit - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AAA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart_ FL 34996 #AAC000032 Exhaust Duct T hru Soffit 4" Exhaust Duct Thru Wall WP GF Install owlet under disc. not shown 'i clarity ELECTRIC/4L PL,4N PATIO/SLAB A SCALE: 1/4" = 1'-011 Attic Ventiro Calculations FBC 2309.1 Total Attic Space = 212,4 sq. ft. Venting Ratio I/1S0 = 14.1>o sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Post Light with / o Photo cellC Iv w v Revisions I Sheet OF 5 H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light 9 075TIm 12-2�