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HomeMy WebLinkAboutBuilding Plans=RECEIVED 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 30451.12 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 underlagment installed with min. 4' side laps and L" 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 block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 3 5/8" thick light textured stucco on tgplcal concrete block construction RIGHT ELEVATION SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced o.c. at all laps and two staggered rows 12" o.c_ in fie deck ty�trusses using attachment detail on this sheet SCALE: 1/4' = 1'-0' 19 5/8" thick x s"w cut coral finished stucco bands ME 12 SLOPE 4 COVERED PORCH Gulf Coast Supplg amd MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 99 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 L" 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 12 4 1 SLOPE T COVERED PORCH �im :A . 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 #11451.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woad 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" end" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nals 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 -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" CDX PI wood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 O.H. Finish Columns With 5/8" thick cut coral finished stucco bands 2" x 4" top plpte� II I/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4' studs at 14" o.c. base —board 11 II / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"XV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition 4 1 SLOPE FRONT ELEVATION nLs Braden 1t Braden AIA, FA W�jrine Building Corp. Architects - Planners 111 S.E. Coconut Avenue THE MANOR 11 Tel (712) 281-8258 Fax (112) 28�"1-8283 Spanish Lakes E-mail: bradenala comcast.net St. Lucie Count(g Florida Stuart. FL 34994 UAAC000032 SCALE: 1/4" - 1'-0' SCALE. 1/4" = 1'-0" 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind '- " Velocitg: I45 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient: ±o_18 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: -4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L Adjustment factor for Exposure Height: = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.4DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-324 psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.6/-84.0 oaf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psP Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Sol Bearing Pressure:2.500 pal, Presumptive: X Bg Test: psi ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __15_ psf FLOOR DEAD LOAD: 1O psP JOB ADDRESS: MODEL: Date Drawn Revislons : 9-9-19 GARAGE Drawn bg: LEFT C.C.U. Checked by: D.R.B. sa$°rt1CJ = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # REVIEWED FOR 18 — 5 2 CODE COMPLIANCE B ST. LU IE SOCC®N�� OF 5 FLOOR FLAN Opt. PATIO SLAB r CRASH POST DETAIL AREA CALCULATfONS TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. Living A/C = I,124 sq. ft. I. Contractor t0 verify ALL notes and dimensions prior t0 34" high by 4" diameter proceeding with Work. p g steel crash at. Floor Flange with 4 - 3/8" Back Porch Total = 210 S ft. q' 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Front Porch Total = 94 sq. ft, a minimum 1,400 P.S.I. fiber stress. `„31Total - Under Roof- 2,�f85 sq. ft. 4. No dissimilar metals to touch. 2h" 2�" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." Total Volume = ft. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to xx,xxx sq shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " 03/e„ ° 2%a" 6. Drywall at ceilings shall be leveled and attached to bottom chord v of trusses with screws per FBC R102.3.5. p 2�„ Attach buck to block wail with Attach dia. buck coot screws with min. 1. ALL wood in contact with concrete shall be pressure treated. ° ° I I/4° penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4" max from each corner thru Exterior face 2' x c" PT Buck 9. ALL plumbing fixtures to be low flow. of wall sues 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 a8 wood screws thru jamb Into buck et each hinge and 16' o.c, max and handicap accessibility requirements. 11 2%" 2' „ Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department �" NTS Surveyor t0 set In field. INSTALL VULKEM BLOCK SEALANT 13, Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be I-3/4"t 20 min. rated door BLOK NISTAL ATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/IL° tap -con with I I/2' penetration at 6" o.c. max. 15. Wall and Ceilingshall have a flame -spread classification of not greater than p 200 per FBC R302.9.1 from each corner and 20." o.c. max thereafter andtwillaper 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face IIII pprodu2ct approval 11 Ali ex Osed attrc rnsulatron materials installed on attic floors shall have a critical radiant or wall --\ / \ Back to be I" x 4' PT flux note 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. R316 - see permit info box of code edition 18. Gsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 ------ I"x4" P.T. Buck nailed to C`f60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed block with case hardened nails Detail at �IndOWS prior to window attachment according to the following: (FBC R102.3.5) g g Masonry Beam Dr wall Framing Max. spacing I" x 6" P.T. Buck Waded to NTS block with case hardened nails prior to door attachment / y Thickness Location Orientation Member of fasteners Nall sizing options for drywall into Spacing Maximum installation of wood framin members Nails Screws 2" x min. t ickness Ceding Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail /2 �R Walls Either 16" g^ 16" 0.080' di x 15/8" long with Direction 15/44" head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44' head 0.098' diameter x 1 3/8" long annular -ringed or bd cooler nail e OR Walls Either 16" 8' 16" 0.092" diax11/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with I4I/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 0 0 Use 3/16" tap -con with 1 1/2" penetration at IN 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 block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, ro Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 to h 3. • - rdanc.. w backers 1n acco with ASTM 20. Cement fiber cement or lass mat sum backr:•...,::,..,:..,..:>:............ C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas rand wall panels in shower areas. Sill Install SGD thru buck into 21. insulation including facings such as retarders or vapor permeable members installed block with 3/14" tap -con with Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding Door D e t a I I I Froomm penetration at 6" max. each corner and 20.."" o.c. max shall have a flame spread index not to exceed 25 with an accompan ing smoke thereafter at Jambs per product approval Jamb developed index not to exceed 460 when tested in accordance wltlti ASTM E 84. At Masonry Wall NTS insulation shall comply with F.B.C. R316. Is Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11651.12 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 A5TM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin raga 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 \ Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x 1 1/2" nails ( 24" o.c.) supportrng Max. III uplift Aluminum Drip •a Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vmgl soffit r using 1/8' dia shank x 1.6" long roofing nails with 3/8" dia. head product approval - we chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 PRE-atNINEED 24"o.ERTYPICAL TRUSSES (shop drawings by manufacturer) R-30 blown fiberglass pp in bottom chord or trusses VI-1/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (U 95 bar cost_ for bottom row over openings ui 1/2" drywall over I" x furring strips at 14" o.c. with R4.1 idol, Insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. au Mortar to be Type "M" oniy proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and fD #5 bar vert. ftypical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with frbermesh OR 6 xb #10/10 WWM on 6 mil Visqueen over 11. / clean compacted termite treated fill e: r 1 I=1 I I=- 111 1�1 I I I J111=1 11= " 1 -III 1"' 11111 ,1 11- I 11l4" x 14" Concrete footing ��j I with (2) #5 bars cunt. and #5 TI/ I I C A L SECTION transverse bars at 48' o.c. Scale : 1/2" = I'-O" Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5%"x 5'-3%" 54%s"x 63%4' Single Hung ZONE 4 2. 6'-23,a'x 5'-3 W 15' x 63 %," Single Hung ZONE 4 3, 2'-2" x 3'-2h" 21h"x 38 ;" Single Hung ZONE 4 4. 3'-I" x 5'-3 %s" 38' x 63'/4' Single Hung ZONE 4 5. 4'-S%'x 4'-2Ve" 54ke"x 54h" Single Hung ZONE 4 6. 2'-2" x 2'-2" 25" 424 %," Fixed Glass - Tempered ZONE 5 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-ON 108" x 84° Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41" x 83 %" Fiberglass Panel - Inswing ZONE 4 C 5'-O° X 6'-8" 14" x 81 %s" rdr'",.".�°`; " Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x al '2" E 2'-6" X V-8" Solid Core - Wood - 6-Panel F 3'-O" X V-8" Surface mounted S.C. - Wood 6 panel over 32' drywall opening G X-8" x 6'-8" x 1 N" Solid Core Wood, Steel, or Masonite Door H X-8" X iI Solid Core - Wood - 6-Panel J 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #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 manufacturer a specs prior to construction Braden It Braden AIA. Pro Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 #AAC000032 290 O AiC T i4 Winne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida EGRESS 12'-8" MASTER BEDROOM 8'-O" R.F.F. Flat Ceding Vanity to be �34.5" high ( 9 -0. FF III 81, rAM Rod t Shelf t---1 ICLOSETI� 1 6'-4" 1 i JUNIOR MASTER BEDROOM 8'-O" A.F.F. Flat Cedmg 21'-0" 9'-V x 12" Concrete column oc a wit concrete ar (2) #1 bars vert. tied Into lintels above COVERED PORCH I I 201-8" GREI T ROM W-O" to 9' I8" A.F.F. \ Vaulted 'Ceiling 1 1 I I 1 Align cabinet with outside of reF. wallI r a N CABINETLIKEN �f Vanitq to be I KITCHEN ' �. • I .I iUpper calin'sts 5 shelves Batts Provide Auto Vanitp to be A. Closer on Do /© _Access See detail an . this sheet with light Clear wal1m, �❑ _.doorI • i 2 CAR O ■ •• • ■ GARAGE ■ • _-11 Batts Fiat Ceiling ------------------------------ _ 0 O \ ��1■ O 0 N O i b I IN to be struck block m rc I I � I I OD m f 0 I I TEMPE ED O In line with door 3'-10" I I -1 a- to laundry COVERED i I 21'-0" I r PORCH � DO A J 2'-8" e- I6'-0" 3'-B" II'-B" 2" 22'-4" 12'-8" WED FOR ®MPL1ANCE LUCIE COUNi'Y ST. BOCC MODEL: Date Drawn Revisions Sheet Comm # 9-4-18 9-25-18 Client Requested Revis GARAGE Drawn by: II-15-18 Window #6 M.O. LEFT 21 188;2 IMPACT C.C.U. Checked by: D.R.B. OF 5 %D I I`r, U 1, . 1 U Imo. /-°t L. I X �./ I L__ %J " I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FL/4N 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30Z STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fib OF 1400 PSI 15, ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes t0 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 #5 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) 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-301 steel. `i. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. G #6 bar vert. w/ 30" overlap - at each filled cell TYPICAL TIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill =j II —II �14% 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 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. foundation step per a oun anon plan 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 (2) #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = I'-O" Verify house slab height in field 4 . 1 30"x30"xl6" concrete = column footing with (4) �1 #5 bars each way D 30" COLUMN FOOTINGDETAIL SCALE 1/2" = I'- SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"111 with x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB S O'-O" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous Vxb" 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill GRADE PORCH SLAB EDGE DETA 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -)" a C >= J\ 14% x 14"d concrete monolithic — footing with (2) #5 bars cont. SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single F111ed Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden III Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 [OB E-mail: bradenaiaecomcast.net Stuart_ FL 3499L #AACOO0032 f® 4 I I 3s-c„ I 2r-O" a i 12„ 9, 6„ 12" 0 0 o a I_I _I_I_I_1 10181 1 0 0 t- — — — — — I r--------- D z L— �3 ®—° i?1 i FI F� 12'-8" I" p bock fled with r concrete ncretecolumn and (2) #1 bars vert. tied Into 24„ G1 W lintels above I o °_ I f J Rear Porch Slab to Ot be poured separately I I from House Sleb_ to F 2r-0" I Thicken footing to 24"w x 14"d x 24"L Ci n under filled cell 9 O *� under girder beari0W —O— D 0 00 ng_ N © IFI L —— —� -- —— — — — —— FI—� FI Rear Patio/Slab to Q be flush with bottom of sliding door recess. Slope I" I 01 I° I I I' r- I I I r- I ,o I o I H.B. I FI I I� I 01 I I I D i FI I 4" concrete slab with fibermesh OR 6"XL" 410/10 WWM on 6 mil Visqueen over I �_ I clean compacted termite treated fill I �_ o I II f- I Io 01 I I I I to I I DW; I I F1 I a al GOoq o II I -i I 01 I OD L — — — — — a © — —<_Fth I ° _ i- © _ � II f- I ® 4"0 Steel Ballard See detail n 2'-4„ [) I� this sheet I I Q I I I I 1510 elmp 0 1 \ I I FI I p H.B. n 4" concrete slab with fibermesh OR ( I I I L"xV #10/10 WWM on 4 mil Visqueen over I I n clean compacted termite treated fill ® 21'-O" I I FI = FS l o a d)oa� N O -01, LuLU I oo Q o too oIl I o �I UJW nne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida I FS 21'-0" 81 �L--— — — — — — — — — — — — — — — — J nn Recess for nr.1 r 2'-8" 1 16'-O" 22'-4" 35'-O" w 0 12" x 12" Concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Ii'-a" 12'-8" MODEL: Date Drawn : Revisions : 9-25-18 Client Requested Revis GARAGE9-4-I8 Drawn by: II-15-18 Window #6 M.O. LEFT IMPACT c.c.u. Checked by: D.R.B. 1 Sheet Comm # _ 18�;2 OF 5 ROOF SHEETING ATTACHMENT 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 Plgwood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans for zone 3 KellArea Edge Field Fastener Pressure Zone I le to 6" 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a Ci C, 48 wood screw 112.5 psf Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar set in pro -cast ROOF FLAN Scale : 1/2" = I'—C" lintel into beam where length of the opening calls for it. — Overhangs at 1t-0rr Unless otherwise noted On this Sheet — Roof pitch at -f:12 unless otherwise noted on this sheet ------ -- --- --- --- l=.. • Provide PT Buck F%ia • (: I attached per jamb Stalls into filled cell ' 4" Pre -coat Sill Truss shop drawings to be provided bg manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for lagout and uplift verification Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 7filled call steel into continuous ooter steel. ;.I, ;.; ;' r `.'' ' :.':. :.',;'•`,,::. Concrete Footing (see factor schedule for exact sizes) ** Use nails or screws based on pres@ure for roof stated DETAIL AT WINDOW OPENING IN to/ in permit info box on these plans For zone 3 J CBS WALL Scale: 1/2""" 2" = I°-o O s 43 SINGLE PLY REAR GIRDER TRUSS cl O Nail 2' x 4' blocking to vert. leg of +' = a N truss with IOd x 1.5 nails at 4' o.c. Verify with Plan Install Simpson MGT into wall using a0+ U rr 5/8" die. threaded rod set min. 12' a E O Concrete 12"x 12° into wet beam and (22) IOd nails into truss Lintel Column Block W �r _ ` N nz Vt -7 Rebar Rebar 48 Bar Die. Min. Overlap Column to Lintel AttdChm&nt NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooscrews 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" and 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 #5 AdditionalPrecast Lintel ." L Bar Clear u u A u uintel B • 'i!?tis'•' '(j• i�):.5.: Length Length Span Bars Bars r"` •i. CLEAR 2'-10" 2'-8" I'-6" 2,tt3 none 3'-6" 3'-4" 2'-2" 2,#3 none BF8-OBAT or8-IMAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2 # none bare CLEAR ::��.1 A..%�4^' 4'-6" 4'-4" 3'-2" 2,43 none One Row of 'H" %.'-,?- Block Above '.�`;�f''"^�: 5'-4" 5'-2" 4'-0" 2A3 none 5'-10" 5"-8" 4'-6" 2,44 none >r ' Precast Lintel r' •+; ,i> ,f L'-4" 6'-4" 5'-4" 2,44 none Additional . ; r A bars r `_---s t----'r 1'-6" 1'-0" C-2" 2 #5 none BF16-IB/IT BFI4-iB/2T 8'-4" 1'-10" 1'-0" 2,45 none NOTES: ALL reinforcing steel is grade 60. i. min, coverage of steel=1.5" 2. min. bearing required 9 ea. end-8' 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window �Uniit _Width Lintel Size Cast -Crete Specification Rows of Abovlek Bolles Steel Size Top Steel S1Se Max Lsoaditg (PLF) Max. Loed (PLF) Max Ural (PLF) L22 2'-2' 3'-L' BF8-OBAT I #5 300 150 1024 L31 T-L' 2'-B' 3'-1" 4'-0' BF8-OBAT 1 #5 2561 1363 1113 L45 4'-5' 5'-10" BF8-OBAT 1 #5 1 1105 '109 334 L50 5'-0" L'-V BINS-OBAT 1 #5 1 1238 835 121 LLO 6'-8. T-0 81"1 1 #5 1011 121 534 LBO e'-O' T-4' BF8-I5/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-L" BF8-IB/2T 1 85 2 #5 L43 530 401 L90B T-O" 10'-L' BFIL-I13/2T ONE 1 #6 2 #5 1533 1183 401 1­I00 IO'-0' Ii'-4" eFe-I8/2T 1 85 2 #5 582 494 452 LIOOB 10'-O" II'-4" BFiL-I5/2T ONE 1 #5 2 #5 1366 1028 1 452 LI20 IT-O' 13'-4' BF8-IB/2T 1 85 2 #5 411 428 324 L120B IT-0' IV-4" 8FI6-19/2T ONE 1 85 2 #5 1015 110 324 L140 14'-0' 15'-4' BFIL-I13/2T ONE 1 #5 2 #5 1250 (09 264 LI(O ic-ow IT-4' BF8-1B/2T 1 #5 2 #5 300 192 194 LI605 IL'-O" IT-4' sr%-IB/2T ONE 1 #5 2 #6 960 Soo 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 14'-0" LONG ARE TO BE PRESTRESSED. I Simpson HETA 20 or equal with 110) IOd ox 1 1/2'c each es ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fasc1 Kagcan full o vent vingl soffit installed using 1/8' dia shank x 15" long gal. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tied" into lintel& above tlicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor 12 4 attached to framing with no lase than horizontal wo into vertical Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " �ils at each web \ on 3/84 hi -rib lath ntat and vertical wood e staples to provide 4" penetration into ming and 3/4' penetration framina members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan �t .4 Slope per foundation plan — .. .1.,:...: t 1,1FNT.1 iw CIfI� Brace Gable and with 2' x 4' SYP #2 8rt back nailed to bottom Of top chords using (2) IOd nails at each truss — PRE-ENGINEERED WOOD TRUSSES �:nl ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi—foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned tier FBC R601.1 and Mortar �ointa shall comply with FBG601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (1) #5 bar vert, ftypical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill 14" Topical Section at Front Ford Scale : 1/2" = 1'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxg with HETA 20 (22) loll nailei into trva. n Add b�ocklnn to 1810 lbs. uehft truan on nor ntwil nt is a at IN - PAMPA VA Ed 10 0 0 .i Bar IN N I WE MEN 3' VIA A 19, A AV all NINE �ull Cr im crimp metal roofing attac M,�k using 49 x 1.5' zo WIT-111 "'"-% -W ' antil. 51 Attic AcCame L with light d Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 2411 o.c,) supporting Max. 1810 lbs. uplift W O N i— W Provide (2) HETA 20 straps at this location VIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PANEL "Ali Poles BR Load Wire Description arcs arc# Description Wire Lwd BR Pales 1 20 1.2 kw #12 Refrigerator I Ran a Q. 12.0 ko 50 2 1 20 1.2 kits $12 Clothes Washer 3 1 20 1.5 Its 912 Kitchen S.A.C- 5 L Drger #10 5.0 kw 30 2 1 20 1.5 kw sm Kitchen S.A.C. -1 e 1 20 #12 Bathroom Recepte 9 10 Am Cmdarisair #10 5.0 kw 30 2 — 1 20 1.2 kw *12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl #10 5.0 kw 30 2 I Is — 814 General Lightmg 15 14 I 15 #14 General Lighting 11 18 WH #10 5.0 kw 25 2 I IS $N General Lighting 14 20 I 15 914 General Lighting 21 22 GDO #12 0.81 Kill 20 1 1 15 sN General Lightng 23 24 Spare Spare 1 25 21, spare Spare 1 21 28 spare Spars 1 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. I Watts Total(Watts) Small„Appliance. Circuit(a),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Range ... ......... ......... ......... ......... ......... Refrigerator ................... _ ....................:......... Microwave................_................................... bisWasher .h.......................................................... Clothes, ,Washer ............................................... Clothes„Dryer................................................ Water Heater Garage. Door .Opener ...................................... . 3 5.205 2 1,500 3,000 1 12.000 12.000 1 1,200 1,200 1 1,500 1.500 1 1,200 1,200.... 1 1.200 1,200 I 5 000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts e100% 1 10,000 10 000 Remainder 25,415 e4O% 1 O 10,246 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend S single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch 0 Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light "=0 Special Receptacle Wall Mounted Light aterpr groan fault circuit IWMLight with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceiling fan ® Television Jack OTelephone Jack goo I A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR H �T 121 CFM IOxIO)d MASTER BEDROOM 123 CFM IOxlOx6 14x14 B/A B/A�-221 CFM i IOx1Ox0 9 CFM 8x4x4 CLOSET 3-1 CFM Vent thru IOxbx6 SE - I ex44x4 A/C SEE MANUAL "J" and Energy Calculation O for Unit into 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule ISOMCB 40 conduit sleeve AMP into attic MC15 PANEL AHU PANEL AHU 200a rated 200a rated meter can %1 meter can n Intersyatem bonding 2" PVC ( FPL Termination pant schedule 80 2' rigid service FPL rode ELECTRICAL RISER Intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2' rigid service I•PL GEC Barg u6 rWer_wn 1 1 grand rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. - 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 ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke i Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NFPA requirements. Z. Tamper resistant GFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1402 9. A(�C Refrigqo�r�gqnt lines that are run thru slabs must be alcaved inYYC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be Fullg operative. 12. Contractor shall pay for all lees, permits, testingg, and inspections including blower testing where raguired- 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the N� duration of the work. JUNIOR MASTER BEDROOM Fz; . ldnhl 93 CFM IOxlOx6 4 Steel Ballard See detail on this sheet 2 CAR GARAGE 12" e� e> cW COVERED PORCH I I I I GREAT ROOM I 221 CFM IOxlOx8 r -- I a a DW I I KITCHEN I � I 116 CFM Ofl lOa 4" OD ► - 1 — 2Qx20 -YA - F I�� I I \1 L—a 1 I = O n22" x 54" 3: 1,4ttic Aeeea Q `t Lwith light I L FR� -----J 1=_-A1 15 CFM IOx&x5 ------------------------------- I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I Q O 2 CFM ____ Soffit ex-4OWDE 'Vent t.11�u asn I NOO u I I II w I 48 CFM 40 FM a 1044 lOx6x5 AUNDRY W I rc COVERED PORCH MECHA\ICAL LAYOUT O= THERMOSTAT LOCATION SCALE: 1/4" = 1' — O'1 15, Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one ordering. The contractor shall the provide circuit t�,}o L� C� 2 3 d t t I C V e n t I n C a l e a t year from closing sale of house. suit job conditions. ul I on S Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called For on the plans oa Total Attic S = 2'18� sq.ft. charge and shall include replacements or repair of any or as selected by others. pace other phase of installation that may have bean damaged. ue�'ltli'1g Ratio I�I�O = ��.8 sq. ft. required 16. It is not the intent of these plena to show every minor detail 22• All raceways and pipes placed in or through a y co cre e of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items For a complete electrical aystem and provide all largest conduit or pipe from any other service. /� Provide A Continuous Vented Soffit the requirements necessary for the equipment to be placed in proper working order. 23. All ex posed wire below 9'-I" shall be installed 1-1. All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FEC RMI502 and telephone company. Ia. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Exhaust Duct Thru Soffit . WP Install owlet under disci/" not shown or clarity m Opt. PATIO SLAB MASTER BEDROOM Tv _ � L �J _ I — I I 0 o�Snnke / Carbon Mwande Detector Combo CLOS�T CLOSET I I kw / JUNIOR MASTER" i y GFCI i I� CPD ORCH GR�AT RO M /I / I / I Smoke / Carbon Mononds Mateo t9 / C bo +lines `�t3 J I GFCI I o o WI GFCI I i®- ' I 'I I i KITC EN I/ V_ / 50 CFM --i%r C, - / FAN T9 GFCI / I W.H• 421 GFCI Pe CJ \\ ®'�`-�4"4 -----� Steel Ballard 22" it 14ttie Ageeesa Shia on sheet with light — — J Pull chaln I 50 Amp light 1n attic pc �1 Panel 2 CAR ' GARAGE PANEL LOCATION 42 h GFCI Garage Door Opener I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I ELECTRICAL PLAN SCALE: 1/4" = I'—O" / I / L/NOOK O 6D RE Exhaust Duct Thru Soffit 4" Exhaust Q Duct Thru --w- Wall fj LAUNDRY >- I - to ❑ s Q I I Wire For / — Front Post WP GFCI Light / COVERED PORCH 30" 01 i4 Post Light with Photo cell i J1 w .w cc w REVIEWED FOR w v CODE COMPLIANCE a, m ST. LUCIE COUNTY > v BOCC vo Braden Braden �t1,4e P,4 Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners.�� GARAGE 9-4-18 Client Rea uested Revis 411 S.E. Coconut Avenue Tel THE MANOR 11 LEFT Drawn by: II-15-18 Window #6 M.O. E — 1 18 —; 2 : (112) 281-8258 Fax : (112) 2s-t-8283 IMP,4CT-c.U. Checked by: Spanish Lakes E-mail: bradenaiaecomcast.net Stuart, FL 34994 #AAC000032 St. Lucie County Florida OF 5