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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L 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 (type 23 30 lb felt underlagment installed with win. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" rang 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 15' 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 sppaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach Aa..b +.. +.,,.... ,,.,.... ++...L.,.".+ .1.+... — +L.. .L--. 5/8" thick light textured 12 stucco on typical concrete 4 1SLOPE block construction H. COVERED PORCH -rOrr�Ar+lsMsrb.�ie \ Finish Columns with 5/8" thick cut coral finished stucco bands i 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION SCALE: I/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II01.12 2L 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 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet E 5/8" thick x 8% cut stucco on typlcal concrete coral finished stucco bands block construction REAR ELEVATION 12 SLOPE 14 12" 12" D O.H. H. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ,,_ M SCALE: 1/4' - II 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad 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. Ell --------------------------------------------------0'-0" _Finished Floor ®®®® ®®® 0'-0" = Finished Floor idk Won 5/8" thick light textured 5/8" thick x 8"w cut '7 -ez' stucco on typlcal concrete bl k t t coral finished stucco bands RIGHT ELEVATION oc cons ruc ion SCALE: II II 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base —board —. 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIAa PA Wynne Building Corp. Architects — Planners S.E. Coconut Avenue THE I I I �I D S O �l Telel (112) 281-8258 �—``II w I Fax : (112) 28m1-8283 S anish Lakes E-mail: bradenaia comcast. net S Lucie Countg Florida Atnnrt III '44AgL ttAAt'nnnn'i7 . T—RONT L V,4TION REVIEWEDI~ K SCALE: II - r-o' CODE COMPLIANCE FILE COPY ST. LUCIE COUNT BOCC�� 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) t t Florida Bwlding Code Residential: Lth Edition and ASCE I-10 for Wind Loading Building Design is: Enclosed Risk Category. II Wind velocity: IL5 mph ultimate Mean Root Height: II'—O• Roof Pitch: .E I 4.12 Internal Pressure Coefficients to -is I Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu g Width of Root End Zone: 3'-4■ Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD deli n Load Combination: ASCE 1-10 Section 2.4 DII DL+O.LWL; O.LDL+O.LI�L Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.0-32.6 pot pone: 2. +204/-51.0 psf Lone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: V-4' Components t Cladding Wind Pressure (NET) Wall Z�: 5.+35 Zo on I 8/-41.8 pal Walls Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yea Roof Zane 2 Et Wall& Zone 5 Are Components an Cladding DiII Provided? Yes END ZONE mu Minim Sal Bearing Pressure: si. Presumptive.- X 5V Test: psi Corner Zones S E RODUCT APPROVALFOR -IMA T PROTECTION- FOR -OPENINGS Roof Zane 3 ROOF LIVE LOAD: 111 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _A11— oaf FLOOR DEAD LOAD: 10 pal JOB ADDRESS: Model: REAR PORCH LEFT V),,� 0 �� s )ate Drawn Revisions : 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision C.C.U. Checked bg: D.R.B. Sheet Comm # j 1�-15sB Impact OF 5 rFL OOR PLAN Recess top plats L"w x 3/8"d 4•• for steel support angle -� CRASH POST DETAIL see dated an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" N. T S. I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter steel crash post. Floor Steel countertop support angle proceeding with work. Flange with 4 - 3/8" Install L" from each end and _ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into one in center of counter. we angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8% So ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 61, I/2' drywall 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2%2• ALL Concrete used for vertical filled cells. Cont. tie beams etc.. to° ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 03/8" 0 2; Counter top - verify type with contractor 12" x 12" Concrete column block Pilled with concrete and (2) #1 bare vert. tied Into lintels above Base cabinet N 2' x 8' wood studs at IL" o.c. 2" x 8' PT wood plate of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. D 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 m surveyor to set in field. %,"4„ 13. Separation between residence and garage shall be per FBC R302.6 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have asmoke-developed index of not greater than �f50 per FBC R302.9.2 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630. C931 C�T60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Location Orientation ember Max spacing Ned wvng options for Thickness Spacing o{ {eatenan in of dr wall into Nails Screws Mawmum wood framing members 2" x min. thickness Ceiling Perpendicular 240 1' 12° 13ga 13/8" long with 19/L4' head 0.098' diameter x 1 1/4' long annular -ringed or Sel coder nail OR Walls Either IL' 8• IL' 0.080' dia. xx 1 5/8" long with Direction 15/64' headOR Gypsum board nail 0.086' dia. x 1 5/8' with 9/32• head. Ceiling Perpendicular 24' 1' 12• 13ga 1 5/8' long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092' dia. xR 1 1/8' long oath Wells Either IC e' IL' Direction 1/4' head OR Gypsum board nail 0.01115' din. z 1 1/8` with 19/44' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyIngSmo 84. developed index not to exceed 450 when tested win accordance withh ,A Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26ga. 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 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurgicppne anchor at each truss mt(10) 10d x 1 1/2' nails l 24' o.c.) supporting Max 18101ba. uplift .� Aluminum FaDripia Edge t Fascia 2" x L" Sub -Fascia Kagan full o vent -Anil[ soffit o usinngp 1/8' die shank x 1.5' l roofing nails with 3/8' dia CoMad predict approval - see chart ah 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. all 30" overlap at each filled cell 11 TYPICAL SECTION Scale : 1/2" = 1'-0' 81 MASTER s�1 2'I �`ZI �..�, BATH 1.�.3` ."5 I �00~ 2•I 1 LAV-1 KITCHEN UIM-I •.yam I `•��,� I 7 AAV z•I LAUNDRY 2' I f'� I 3' LAV-1I p" I I LAY Y 2 2• uv i I I 2" • aMse1 011 3" 2' Y uo-1 I -am BATH 82 3. SANITARY RISER me i in Window Schedule Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%"x 4'-L %" 54%s"x 54)'a" Single Hung ZONE 4 2• V-2 Vx 5'-3 %a" 95' x L3 %4" Single Hung ZONE 4 X-2' x 3'-2h" 21i2"x 38%' Single Hung ZONE 4 V-I' x 5'-3%' 38' x L3'/+" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough OpeninL Door Description PRESSURE ZONE A 9 '-0' X -1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X i'-e' 41'%;• x 83N, Fiber leas Panel - Inami ZONE 4 C C-On X 6'-8' 14' x 81 %2" Sliding Glea Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel -Sr-Feld Finished 24' x E 2'-6' X V-8' Solid Core - Wood - L-Penal F 5'-O' X V-8' Solid Core - Wood - L-Panel - Br -Fold G '-8' x V-8' x 1 N' Sold Care WaoA Steel, or Masorete Door H 2'-8' X V-8' Sold Core - Wood - to -Panel J 2'-16' X V-8" I Sold Core - Wood - L-Panel - Bi-FaW ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #1 12 Masonry Beam PRE-ENGINEERED TRUSSES I• x V P.T. Buck nailed to 4 at 24'o.c. TYPICAL block with case hardened nails (shop drawings by manufacturer) prior to door attachmen R-30 blown fiberglass in bottom chord or trusses I/2' drgwall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cost, in each raw. Substitute precast lintel Pilled with concrete and (1) #5 bar cant. For bottom row over openings 1/2" drygwall over IN x furringg stripe al. IL" o.c. with R4.1 win -foil insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. W Mortar to be Type "M' only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex showers. tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. sppacing shall not exceed Wood 48' unleas otherwise noted Base see Foundation plan notes for s akin at eninga P 9 oP 4" concrete slab with fnbermesh OR t . #10/10 WWM on L and Visqueen over e can compac ted ted termite treated fall �."IIIIIIIIII'�lilllllllli�l'' _III � 14 x 14" Concrete footing with (2) #5 bars cost.and #5 transverse bars at 48" o.c. Attach buck to block wall with 1/4' dia. Elea cone screws with min. 1 114' penetration at 12' o.c. max and 4' max from each caner thru Exterior iface 2" x L' PT Buck nn a8 Wood acrese thru _ mb into buck Detail at DOOr h each Knee and IS' oc. mini and na to dos seLeehmem NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER AND SILL BLOCK PRIOR TO L9UCK INSTALLATION r Install windows thru back Nita block with 3/I4' tap -con with 11/2" penetration at V o c. sax r a each corner mand 20.' Sc. max Extend face at head and sill por product be and 20•approvalx of wall Soak W be I' x 4' PT O I"x4' P.T. Back nailed to Detail a t Windows lock With ease hardened nulls fie to Wlndwiu attachment NTS 12„ Verifg attachment hole location with GC prior to fabrication 3/8" thick L„ steel bracke COUNTER TOP BRACKET DETAIL Install SGD thru buck into block with 3/10 tap -con with r ' 1 1/2" penetration at L" o.c. max from each corner and 20." o.c. max thereafter at head per product approval 0 0 Use 3/IL" tap -con with 11/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval IN x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall11/27 wit • N Bottom Track Typical Flooring =` Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding D oor Detail 11/2" penetration at L' o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS m 0 (D 8'-1oY2° pt. r,� 11V/bL.H W-10/2" Filled cell under girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" IL'-O" 9" 0 I I 8'-0" to 9'-B" A.F.F Vaulted Ceding 19'-5" GREA4 ROOM 0 I " I i I o -v o -1 -a MI. r.r. Vaulted Ceiling DINING ROOM 3/8" thick steel cou ter top supports 1 counter t s to eq- overhang wa 11.5' L„ 15, T_7 Y2„ EGRESS 13'-II" MASER BEDROOM 8'-O" A.F.F. Flat Ceding Varutg to be 34 Y2"high , 'i Rod t Shelf in ----- 4„ �,_3„ 4„11 L,_4Y 30 I co U) 1?1-. OSE r-ry Of 6MEAWIA 1 • a tI aeO/■� MIN s ' Vanitg to b 4 34 Y2„high O counter to to T n overhang wall 1.5° n- 1 I in SECOND BEDROOM o A.F.P. _ Flat Ceiling i i- 12'-e" THIRD BEDROOM o \ Flat Ceding l R-0 Betts lasdanon Provide auto 150 Amp closer �- -------Pane 1 I In I Ili 'GOLF CART GARAGE 1 13'-O" :ol[c]■[o] - - - [o]■[cll����:c][o]■lo: - A (o]■[cl[■ 0 e e v Braden E Braden AIIA, Pro Wynne Building Corp. Architects - Planners S.E. Coconut Avenue THE W I N D S O R Telel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net Sppanish Lakes St. Lucie County Florida Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq- ft. Total Cubic Ft = If4r024 under Roof Total as 2.484 sq. ft. Date rawn Revlslons : Sheet REAR 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: Drawn LEFT c.c.u. I Checked bg: D.R.B. OF 5 /ED FOR 4APLIANCE COUNTY ICC Comm # 15-158B Impact i----- l471M 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 B. 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 FOLADATION CLAN 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-T 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 Fb OF 1600 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. I. Any changes to plans must be submitted to the architect for approval before proceedin 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-I1" wide. Provide (2) filled cells On each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-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. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark am Dose Lion I 14'W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30' x 30" x 10D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®x With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0' 12"W X 16"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap EE TYPICAL with concrete and 4' concrete slab with fibermesh OR at each filled call ECTIONS one 45 bar continuous 6"x6" #10/10 WWM on to mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fell Grade 404 damn fag � CUE, I IIII . I " 14 w x 14 d concrete monolithic footing with (2) #5 bare cont. 14" I TYPICAL FOOTING DETAIL C,f�AI C Iv'J„ = I'-n'• 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. IL r 10" (2) #5 bars cunt. bottom steel 12" 1[ DETAIL AT 6" GARAGE STEPDOWN ` Ar^AI F 1 /1" = I'-n" 12' x 12' concrete column block filled with concrete and (2) 81 bars Vert. tied into hntela above Top of rooter 16" below finished floor_ Verifg house slab height in field PORCH SLAB EDGE DETAIL Ar"AI >= I/7" = V- #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ II'i I II 30"x3O"xl6" concrete column footing with (4) 45 bars each wag SCALE 1/2" = I' iiiiiiammml.— ina�.an 4" concrete slab with fibermesh OR OxO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" ® F.F. _i 14"w x M'd concrete monolithic footing with (2) #5 bars cont. 14" Z J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. GARAGE STEPDOWN scALl= 1/2" = 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 shalt 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 V 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 NTS 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 de Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled -V pL. r" A I I V / b L with concrete and (2) #1 bars vert. teed I O into lintels above 35'-O" 12" 8'-10 Y," m 10'-0" in Cq Filled cell ® under girder above I O I o r = 4 p Rear Porch Slab to p I lu - be poured separatelg House Slab. Ofrom I � I a 15'-3" FI ___� I I I FI I 4„ I L FI I� I Thicken footingg to I 24"w x 14"d x Z4"L under filled cell under girder bearing. r +ti Q I FI Rear IPatio/Slab to FI I ~LLd) be flualll with bottom of slydrng door recess. I ° I Slope I" I I _i -i FI i I I I I I o ° 4" IIIIIIIIII FI ¢IIIIIIII 1oncrete slab with fibermII eII sWOR 6"x6" 0/10 WWM oVq en oDReYErR � F° I IIIIIIII H.B. Uvs clea�compacted termite eat fil r a I I I I hn ``- oo �co I rDw II 1 I 4" 1 o ricrete slab with fibermesh OR /FI ° 6"x6" /10 WWM on 6 mil Visqueen over clem compacted termite treated fill I MICROWAVE I o NON -VENT O 3s' CLEAR 2 oreNiNc _-- O O vZ-1 I I° '4 �C ° 4'4 See Steel Ballard detail on this sheetr I I ' 2i; I Attic Acuss I I 1 j I I 2 .E r I I I ... , a, .LU I I 5-23-la I Q O i 4 I 5-23-18 I ° XL I I Meter and �l d ° either side I I 0 0 • o o service locauch I as ° I I Pane °I Still I - o Ili II r I - _J © , r- - oi I Cr ILI ° ° ° 1.5" Recess for ° ° ° ° o ° 5" Recess for ° ° araoe Ooor Garacie Ooor -8" 1 9'-0" 1 _2'-8" 1 6'-4" 1 2'-8" 1 9'-0"1 2'-8" Braden t Braden AiA, PA W4nne Building Corp. Architects - Planners 9ETel THE W i N D S O R S.E. Coconut Avenue : (112) 281-8258 _ Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaecomcast.net St. Lucie Countq Florida Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. LEFT Checked bg: D.R.B. Sheet 3. OF 5 VED FOR IIUIPLIANCE E COUNTY Comm # 15-ISBB impact WOOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ress re for roof' stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener MaxPressure Zone I 4 10 4 #18d ring shank 45 psf Zone 2 6" 8d ring shank 16 per Zone 3 8d ring shank 84 psf ** Zone 3a b" 4" #8 wood screw 112.5 pat ** Use nails or a Pews based on res$ure for r of stated in permit info �ox on these pi ns for zone Concrete / Lintel column Verify with Plan Rebar to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. t\ Provide Cast -Crete — - BU8-OB/OT precast ---- lintel set in mortar Min_ 8" Bearing CBS WALL x 12' n Block Provide #5 bar act in pre -cast ROOF FL A IN .Scale : 1/2" = I'-0 lintel into beam where length or the opening calls for it. O 1' - O " I h d ovide PT Buck :ached per jamb ads into Pilled ci 4' Pre -cast Sd�,' ver ang5 at Un ass OIL, erwlse note Orl t1118 sheet — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Ang 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 to construction for lagout and uplift verification Pared Filled Call — 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 fliameters overlap in Pilled cell. Tie filled call steel into continuos footer steel. Concrete Pod�t�inp (see Tooter schedule faF exact sus)' Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nall 1' x 4' blocking to va t. leg of k■ tre with 10d x I.6 nods at 4' o"c. Is Amk S MGT �idnto =1 owing . b 4ZZ) IOd r■nls into tn■a Rebar Bar rp Min. TRUSS BLOCKING DETAIL Plin. Overlap , AT GiRDER STRAPPING Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel , „ „ „ „ #6 bars = Lintel Bar Clear A B Length Length Span Bars Bars "::{ ':..:•' i 2'-10" 2`-8" I'-L" 2 #3 none 4----e 4---- e IL ---- e 3'-L" 3'-4" 2'-2" 2,93 none eP0-OB11T OFO-ID/IT OPO-IS/2T � ddltxinal 4'-O" 3'-10" 2'-8" 2,#3 none 7. #5 bare CLEAR j= drs,. 4'-L" 4'-4" 3'-2" 2,#3 none ?ri'4 no Row or 'H" l (may Block Above ;oA; �: 5'-4" 5'-2" 4'-O" 2,43 none sir 5'-101, 5'-8" 4'-C 2,1t 4 none e ' ..0-t. Precast Lintel F t ,a.; 1 4:" `i L' -L" L'-4" 5'-4" 2,94 none Additional 1 #5 bars i t----s ----e l'-L" 1'-0 M '-2" 2 #S none OPIL-ID/IT NOTES;SPIL-15/2T l'-10" I l'-O" 2,#5 none ,I I, min. coverage a steel=1.5" 2.- min. bearmg required a ea. enI ALL reinforcing steel is grade LO. a. standard for reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark or W Dol Writ L 8ire l C S a cificce�iai No Bhxk Above g� g� T gr� „G Lead up«iPe LOW L�) Lateteral ALP) L22 T-2' V-A' OPO-OD/iT 1 85 301.9 ELIn 1024 L31 '-L' 4'-o" OPO-015/1T '' -- 1 #5 2501I r3113 1L3 L45 4'-6" 6'-10" OPO-06/IT B m #6 1105 In0"1 3341 LSO 5'-0' 4'-V OPO-O!!/IT 1 85 1238 835 121 LLO L'-0' T-L' OP8-08/rr u6 ion 121 534 L80 W-0" 91 OP8-I5/2T I - #5 3 06 152 5411 512 L90 "I 11I OPO-18/2T I I6 2 #6 643 930 401 L9OB Y-0' 10'-L' OPIL-15/2T ONE I a6 2 #6 1633 us 401 LI00 h7-O' II'-4' OPO-I8/2T 1 #5 2 #6 982 444 452 L1000 10'-O" 1 II1-4' OPiL-III ONE 1 6 $5 a6 Is" 1018 452 L120 I1'-O' IV-4' OP0-Id/1T 1 I #6 2 a6 411 420 324 L1209 12'-0" IV-4' OFIL-115I ONE 1 I #5 2 #5 lo15 110 324 LMO 14'-0' 16'-4' OPIL-09/1T ONE I #5 o6 I260 609 2941 LILO W-O' I1'-4' OPS-15/2T I #6 f� a6 Soo M2 M4 LWM IL'-0' IT-4' OPIL-03/11" ONE 1 #5 1 1 1 86 Ingo Soo M4 - 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip ------ Edge t Fascia 12" 2' x V Sub-Fasci Kaycan full o vent vinikl soffit installed usmq 1/8' dia shank x 1.5' long gale. roaring nails with 3/8" dia. head per product approval - see chart shoat #1 12' x 12' concrete column block filled with concrete and (2) #-1 bar& vert. tied'�� into hntals above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter IC below finished floor 12 4 Aluminum Drip Edge it Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd " �ds at each web \ Brace Gable end with 2' x 4' SYP #2 oft back nailed to bottom of top chords using (2) IOd nails at each truss IRE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel Pilled with concrete and (1) #5 or cost. For bottom row over openings 1/2" drywall over i" x furring strips at IL" o.c. with R4.1 ri-Foil insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Tgpe "M" onlg proportioned Der FBC R401.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (exx, showers, tubs etc...) Fill cell with concrete and iU 45 bar vert. (tgpical). Max. spacing &hall not exceed Wood 48' unless otherwise noted Base see foundation plan notes For spacing at openings Stop per foundation plan 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over Slope per foundation plan clean compacted termite treated fill IIII,-- �1 I I I IIII1 I ....•. � ..... IIII IIIILI I I1 I I I1 �� I I III -- I I I I -� � I l l l l l i � I RU —IIII IIII :� �=:�: �: �:: •-:_: =.III I I I I I I—IIII IIII—IIIII i I Ii I I -I I I III ,III PI ,Illliilllll ..,. s.... III I,LII - —llll 3 Twwcal Section at Front F)orch —III Scale : 1/2" = 1'-0" 1/2" tisck stucco an 3/8' N-nb lath attached to hormantal and vertical woad Ramag math nails or staples to provide framing kiwi than ails or taples to mA horizaxal wood frme and 111 penetration into vertied sood hoeing &embers � 1 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled call Rear Patio/Slab to be Plush with bottom of sliding door recess. a W q O A c N� .a Q q `o H a U.I n to U ., a q 11 a O E_ o N U n Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with (22) 10d nails into truss. Add blocking to truss leg per detail on this sheet Simpson HETA 20 hurricane anchor at each truss 24" o.c.) supporting Max. ETA 20 III lhs_ uerift IN L4 MIN 'PAW I I It" MEN IN MINI 10 WorMILINA FAd IMAJA 0 ImWA EVA VA OF,- w-'AW7411h7a waIX�7ra,,I over 45TY D NIVA"AAF MAIMARFAWAAAFA IN 10- 111 IN 1 Nis 11 Provide downspout ETA 20 \ f�, ETA 20� Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide dwnspout ( 24" o.c.) supportingg Max. 1810 lbs. uphft N Q W to to x �U n m LO a N =t in a Q U^� a 1p U 0 W o ao W to �r U tV Q-VIEWED FOP E COMPLIAR m LUCiE COUNT BOCC lY W ■ PANEL "A" Pale BR Lad Wea Deacmptran aroli ago& Deaenptwn Wire Lad SR Pares 1 20 1.2 ke e12 Rernwatar I R ai 12.0 ks 60 2 1 20 11 ks $12 Clothes Washer 3 1 20 1.5 ke $12 Kitchen S.A.C. 6 L Druer s10 5.0 ks 30 2 1 20 1.6 ke e12 Kitchen S.A.C. I a 1 20 $12 Bathraa Receipts 9 10 Ae C 1110 5.0 ks 30 2 - I 20 1 1.2 ks 1 e12 Drsheasher 11 12 1 20 1.2 ks $12 Miaraave 13 14 AN Hand 810 9.0 ks 30 2 1 I6 - 014 General Lighting 16 Ii I 16 #14 Gsmral Lighting 11 la WH 810 5.0 ks 26 2 - 1 15 - #14 General Lighting 19 20 1 15 s14 Gowal Lighting 21 22 Goo 812 0.81 KtU 20 1 - I 16 - a14 General Lighting 23 24 Spare spare 1 26 24 Span Spam 1 2, 28 Spare Ep spare 1 29 3o span PANEL 'A" LOAD CALCULATION SHEET Load Description at . I Watts Total(Watts) General Liahtmg l3, ivatte aq ft.) Small. Appliance. Crrcult(s) ........... . . ............ . ... . ..... Range Aefriaerator .... .... ,Microwave..................................................... Dish -Washer ................................................... clothes, Ulgsher............................................... „Crlothea, Dryer ................................................ ,Water, Heater, ..... ...... Garage.Door.Opener...................................... 1135 3 5$05 2 1,500 3,000 1 12.000 12.000 1 1200 1,200 1 1,500 1,500 1 1,20 1.200 1 1.200 1.200 1 5.00 5.000 1 4500 4,500 1 810 810 Total Watts 35,416 First 10000 Watts e100% 1 10,000 10,000 Remainder 2SAIS 940% 1 O 10.241, Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30.241. Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical SL,Mbol Legend S Single Pole Switch ® Recessed Can Light Ss Doable Pole Batch ® Egaball Recessed e Push Button Switch Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle Wall Mounted Light aterpr grawd 'welit circuit Light oath Pull Chsn (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Maiaade Detector 4t? Flood Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan ® Teli vuiran Jack ® Telephone Jack AD DISC I A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Floreacent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" ` J 1-2-19 FIELD VERIPY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C diet. A/C disc. #2/0 AL SER Cable (3) #I THHN Copper With #1 Grnd 2' PVC Schedule 40 conduit 2' PVC Schedule 4S0 conduit sleeve AMP CB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can i1 meter can Interagatem banding Interalistem bonding 2" PVC ( FPL Termnation point 2" PVC ( FPL Termination pant schedule 80 Wschedule 80 2' naid service FPL 2" riaid service PPL rods 3 TON SEE MANUAL 'J' and Energy Calculation for Unit into FY PORCH 141 CFM IOidOxl GREAT 141 CFM IOxlOxl GARAGE r----------------- i I I I I I I I I I I I I 141 CFM IOidOxl 124 CFM IOxIOx6 /MASTER BEDROOM 12W2WO _ 124 CFM IOXdOxL ♦ rLw Is1)dix10 B/A 8x4x4 41 CFM LOSE 0 50 CFM WASHER DRYER LAUNDRY 1 12" 11 IL CFM .w 8x4x4 I �'12xi> 1M ®® SECOND 14' N BEDROOM 20x2O j IL' _ �! ; THIRD BEDROOM I ? � 1 100 CFM G a 1 I IOx6xL I d ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. MTs I I - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I manufacturers recommendations which manufacturers recommendations which I I shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects Por a less than two From 20. All equipment and panel sizes shall be verified before 2. Provide and wire a required smoke f Carbon of period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verity location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase or Installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFC1 receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must complyy w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A/C Refrl t Imes that are run thru slabs must be proper working order. 23. All exposed wire below 19'-1' shell be installed in metal EMT see a in conduit. 10. ALL A/C Equipment shall comply with energy calculation Il. All work shall be dons in accordance with the N.E.C. and II. All work shall be performed b a licensed electrical shall comply with all local codes and ordinances, and shell 24. Dryer Vents to be metalled per p y meet all standard requirements of the !Deal electric utility FSC RM1502 contractor, the completed atitem shall be fullu operative. and telephone company. 12. Contractor shall pay for all face, permits, testrng, and inspections including blower testing where required. 18. The electrical system shall be completely and ePPectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for tfie label& where applicable. duretian oP the work_ 150 Amp Panel GOLF CART GARAGE I I I I I I I WP GFCI Install owlet under disc. N PORCH \`\ '" WP GFCI 1 t MASTER BEDROOM I 1 lieI I I I I o-- GREA- I ROOM I ILOSET I I � o 1 \ WASHER DRYER I \ \ LAUNDRY h SECOND `BEDROOM I I \tee 1 � THIRD ---BEDROOM 1 19 \ OPTIONAL ALOCTIION GARAGE // \ / 1 f♦ GFcdk GFCI \ Z\Y / / I � 150 Amp GFCI / / GFCI \ ----Panel, r--------�'=------� � -ram _ �- Garage I ^ Garage I Door I I Door Opener I \ ° I Opener I a \ I I Wire For i �I i GOLF GAR,CG E T Front Post I I I I I GFcI Light I I to garage sights GFCI I I I I I I F i i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY, BOCC WP GFCI ELECTRICAL FLAN b Post Light with I Photo call SCALE: 1/4"= 1i-O" Center Post Light between drivealage Attic Venting alculati na Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sqq. ft. required Provide A Continuous Vented Sofflt Braden 4 Braden AIIA, PA gr,ne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue XB THE W I N D S O R EARDrawn 4=26=14 by: 5-23-18 Garage floor slope and smoke detector revision E - j e 5- l 5 s Tel : (112) 281-8258 � C.�.u. Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Spanish Lakes Checked by:Impact Stuart FL 4996 #AAC0000 2 St• Lucie County Florida D.R.B. I I OF 5 PI