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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ,deck to trusses using attachment detail on this sheet N, 12 5/8" thick light textured stucco on typical concrete 4 SLOPE block construction 12 ).H. COVERED ;. PORCH 5/8' thick x 8"w cut Finish Columns with 5/8" thick cut coral oral finished stucco bands finished stucco bands LET i0N SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Itgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c, at all lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detarl on this sheet 12 SLOPE 14 EGRES ti EGRES PER D O W .4 g k ... -- — — -.w. — —® a"e Nz .. � .. .:n:� •n;§,ar„a» er+. :`e „�" z.. s ..nSM•=.,r,». ^*r .i�.?x.3"S3v a;.g.' *`'�;�.T'`e_vFr �F,.,-:,,`:f.` �"'�.rv,.aZS�.`•; 5/8" thick light textured r stucco on typical -oncrete block construction RiGH7 E L E V A Ill 101� SCALE. 1/4' - I'—O' Gulf Coast Supplg and MPG 5v Crimp Metal roofin PL #11651.12 24 ga. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5' wood- screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails perLed 6` o_cL at_aIL laps_aLd�two �staggered Lrows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATiON Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11451,12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb, felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails de s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet ® 5/8" thick x 8"w cut coral finished stucco bands FRONT E L E\/ /l T 1 ON 2" x 4" top plate II ' 1/2" drgwall ceiling on truss bottom cord 1/2" drgwall on 2" x 4" studs at 16" o.c. base —board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with hbermesh OR 6"x6' #10/10 WWM on 6 mil Via4ueen over clean compacted termite treated fill Interior Non-Bearina Partition nts SCALE: 1/4' - 1'-0' 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 8'—I" BEARING i SCALE: 1/4' - 1'-0' 'P 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. II Wind Velocity: 165 mph ultimate Mean Roof Height: 11,-0■ Roof Pitch: 4.12 Internal Pressure Coefficient. *O_Is Subjectabdity to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: '- ' Wind Speed: 165 mph ultimate Wind ExposureiLtion: CAdJicttoFor Exposure Height: 1.21 x 0.4 = 0.126 ASD�esi n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL A L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 of Roof Zone•. 3. +20.6/-84.0 tisf Components t Cladding Wall End Zone Width: V-4' S5 Components t Cladding Wind Pressure (NET) Wall Zone. 5.+35.8/-41.1 paf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Details Provided? Yes Minimum Sal Bearina Pressure: 2.500 bo. Presumctive: X Bu Test: psi - Rod Zone I Walls Zone 4 - Rod Zone 2 Ott Walls Zone 5 END ZONE - Corner Zones Rod Zone 3 ROOF LIVE LOAD: 111 paf ROOF DEAD LOAD: 10 Pat FLOOR LIVE LOAD—__ pal FLOOR DEAD LOAD: 10 pall" „,ta JOB ADDRESS: A'4i� S\/�, Braden t Braden AIAe PA Wcunne Building Corp. Model: Date Drawn Revisions d Shoot AcchK.ects - Planners 411 S.E. Coconut Avenue Tel : 1772) 28i-8258 THE l"Ui�D. REAR PORCH 3-28-18 Drawn bg: C.C.U. 5-23-18 Garage floor slope and m t e 1slo , Fax (112) 281-8283 : E—marl: bradenaiaecomcast.net S anish Lakes Lucie Count I l LEFT Checked b • � ��( �� , OR Stuart FL 994 #AAC0000 2 �z S " a � h D.R.B. SEW I IEW Comm # 15-158B impact i./VYi- VV1V9r Y�A��V■— ST.eCIE BOCC Mv FLOOR FL /\ jk I Recess top plate x 3/8"d f� I � q-� for steel support angle e CRASH POST DETAIL we detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S- C 1. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter roeeedln Wlth work. steel crash post. Floor Steel countertop support angle p g 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. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. L" I/2° drywall 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2�2" 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 93/8" �0 2%" of trusses with screws per FBC R102.3.5. �.J 1. ALL wood in contact with concrete shall be pressure treated. 2i/�' 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. o 0 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 2ii;' 2'4y surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All eosed attic insulation materials installed on attic floors shall have a critical radiant flux not�cpless 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. Glihsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CgEO, C1002, C1041,0111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thcckneas Location Orientation Framing Member Max spacing of fasteners Nail mxing options for installation of drywall into Spacing Mawmum wood framingmembers 2' x min. thickness Nails screws Ceiling Perpendicular 24" T 12' 13ge 1 3/8' long with 19/0' head 0.098' diameter x 1 1/4' long �211 annular -ringed or 5d cooler nml OR 0.080' dia. xx 15/8' long with Walls Either 1L' s• IL' Direction 15144 head R Ggpsum board nail 0.086' dial. x 15/8" with 9/32" head. Ceding Perpendicular 24' 1' 12' 13ga 15/8' long with 19/64" head 0,098' diameter x 1 3/8' Idf+l9 annular -ringed or Ld coder nili OR 0.092' dia. xx 1 1/8' long with Walla Either 1L" 8a IL' 1/4' head OR Gypmmi board nail 0.011154 did. 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 ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyIng smoke E developed index not to exceed 450 when tested in accordance withh A 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #IIL51.12 24ga. 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 2) 30 lb felt underlayment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c, at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 Counter top - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) 391 bare vert. tied into lintels above Base cabinet 2" x 8' mood etude at IL" o.c. 2" x 8' PT wood plate KITCHEN ISLAND FRAMING DETAIL MASTER i�l .0~ 2°1 •� BATH �� 2"1 1 KITCHEN �•��` I yy10, 1 1 uV-11 T *AV � LAUNDRY 2. i ��` f0� I I u.V-1 I 2 1 3" I 1 tAVi 2" 2" 2" LAVi I I I V l 2" • aReR-1 3" 2' uo-1 J 2" BATH #2 3' 3 SANITARY RISER nts Window Schedule Mark Size Rough O en. Window Descrl tlon PRESSURE ZONE I. 4'-5!k8'x 4'-L%" 5419"x 54V Single Hung ZONE 4 2, L'-2y:"x 5'-3V' 15' x Is 4, Single Hung ZONE 4 3. 2'-2' x V-2%2" 21i2"x 38%' Single Hung ZONE 4 4. 3'-1' x 5'-3'/' 311' x L3'/4, 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction N. Door Schedule lark Size Rou h Opening Door Descrl tlon PRESSURE ZONE A 9'-0" X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X L'-sa 41'i;' x Filter lass Panel - In= ZONE 4 C L'-O' X V-8' 14" x 81 �2s•k"' Sbding Glass Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel -Br-FeW Finished 24' x 81 h" E T-V X V-8' Solid Core - Wood - I. -Panel F 5'-On X V-so Solid Core - Wood - L-Panel - Bi-Fold G '-8' x V-8' x 1 N' Solid Core Wood, Steel" or Memento Door H 2'-8' X V-8' Solid Core - Wood - I. -Panel J 2'-0 X 1.'-8' Solid Core - Wood - L-Panel - Bi-Fold 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 by contractor with manufacturer a space prior to construction in permit info AND SHALL ON SHEET #1 Masonry Beam with (10) IOd x 1 1/2" nails 1' x L' P-T. Buck nailed to ( 24' o.c.) supporting Max 4 PRB atN24"o.c.RTYPICAL SES block with case hardened nails / 18101ba. uplift prior to door attachment (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge E Fascia in bottom chord or trusses - I/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #6 bar cont, in each row. Substitute Kaycsn full o vent vonill soffit metalled precast lintel filled with concrete and (1) #5 uainngp 1/8' dia shank x LS' long gale. bar cant. for bottom row over openings roafmg nails with 3/8' dia, head par product approval - sae chart sheet #1 1/2" drgwall over Is x furring stripps at IL" o.c. with R4.1 fl-foil _ Inal Lion 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 and &hall meet all pertaining ASTM codes. block construction W Mortar to be Type "M" onlg proportioned per FBC R601.I and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas fax. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for spacing at openings 4" concrete slab with fibermash OR L"xfo #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade 4 '♦ y l 14 x 14 Concrete footing with (2) #5 bars cost_ and #5 TYPICALSECTION transverse bars at 48' O.C. Scale : 1/2" = 1'-0" Attach back to block wall with 114" der. Elko cone screws With won. 1 1/4' penetration at 12' &a. max and 4' max from each corner thru 2' x L' PT Suck "�!r woad mare" thru jamb into book Detail at Door P each limps and 15'hm ac..sx and nor to ilea attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r Install winds" thru back into block mrth 3/IL• tap -con with 11/2' penetration at 14 oc. max from each corner and 20.' oc. max thereafter at jambe and 20' o.c. max. Exterior face at head and nil por product approval _ of way - Back to be 10 x 4" PT Q I I'x4' P.T. Back nailed to Detail a t Windows lock with ease hardened nails prior to window attachment NTS 1a" Verify attachment hole location with GC prior to fabrication 3/e" thick L„ steel bracket Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at to o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval - I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door COUNTER TOF BRACKET DETAIL vpt. t-/A 11V/bLAt3 12" EGRESS Filled cell under girder above I � PORCH Q ° WIRE LATH E STUCCO CEILING 19'-9" MASTER © o BEDROOM ° ° o o O ° ° Op ° e'-O" A.F.F. Flat Ceiling I I OI I ® Vanity to be I 34 Y,"high 8'-O" to 9'- " A.F.F. Rod E SheIP Vaulte Ceding _T _ - - - - GREA4 ROOM NI in �. I OSE� eM Ho n-0c cv I Rod E Shelf man 1L. mzZ I WASHER DRYER Ln 2" LAUNDRY L ° i 8'-0" o T-8" A.F.F. iv Vaulted CeilingI DINING I 34hity to b ROOM 4 I r2 'high 4�„ 3/8" thick steel counter tops to T counter top supports �O„ overhang wall 1.5" v ONCL counter tale to eq• eq � overhang wa 1.5" L" DW 1 ° ° +41" high wall ' n SECOND I KITOHEN BEDROOM00 o 8'-O" to 9 j" A.F.F. 8'-0" A.F.P. - O m Vaulted edm9 pper cabinets to I Flat Ceding 11I extend ove Ref. cR wave NON VENT H.B. ° 3r C1EAR _� 4 L n O tr -n Betts Iroistm O Steel Ballard �f �Ie de auto I THIRD i R D See detml on this sheet O m W� BEDROOM r----- i ?/ 1 Attic Access � 0 3 1 Lwith 1 1 Q J O -- �i _, 8'-0" A.F.F. Flat Ceding Flat Ceding ARAGE J ilock wall in irage to be \\ ° ° MT ° ° ° N struck block 0 2'-8" R-n ens. Inaisexm Provide auto 150 Amp EMERGENCY closer Panel r - - - - - - - - - - - - - - - - EGRESS-----------------� (GOLF CART °„ ho GARAGE 13'-011 I -8" Masonry Wall • N Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with S I i d i n D oor } a I I I penetration at to max. De tail g , fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden Braden Wioi one Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE D S C Tel (112) 281-8258 Fax : (112) 281-8283 aflish Lakes E-mail: bradenaiaecomcast.net IS St" Lucie Count Florida C•..wi,.r CI 'AAQQL itAAr•nnnna1 a N V- i a- i in 1711 IMMI - - -W W - ° ° o ° i y/ ® 9'-0" 2'-e" 6'-41, -8" y,_o„ REVIEWED FOR CODE COMPLIANCE Square Footage BreakdownST. LUCIE COUNTY, Total A/C Space = 1153 eq. ft. BOCC Covered Porch Total = 212 eq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 under Roof Total - 2,484 eq. ft. Date Drawn Revisions : Sheet Comm it REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: 2. 15-15861 LEFT �.�.u. Checked by: Impact D.R.B. OF 5 c 1 rl�ZlUL. I Ul�t'tJ- IX1%/ 1 T.- 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/ bXb 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 FLAN 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Anc.Io changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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 2600 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Yerify all recess thickness at showers, tile, etc.... 5. 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'-I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to q'-Il" and Provide (3) filled cells on each side of openings from 10 —O and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" 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-1(. and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30' overlap I TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled call ECTIONS one 45 bar continuous Oxt" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTiNG SCHEDULE Mark Sane Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 1400 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x Bill THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®x With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 12"W X I8"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VxL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade it 'III" Ili 14 w x u 14 d concrete monolithic footing with (2) #5 bars Cont. 14" f I TYPICAL FOOTING DETAIL \ ' scdl_F 1/1" = 1'-e)" 4" concrete slab with fibermesh OR OxO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill \ #5 bar cant. or #5 bars cant. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN gr'G1 F ITT = 1'-3" 12' x 12' concrete column block filled with concrete and (2) 81 bars Vert. tied into lintels above Top or rooter IL" below finished floor - Verify house slab height in field ia_ooIti& � PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar overt. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" a F.F. Grade -'TTT1�Tf1T _— 14"w x 14"d concrete monolithic —I IIII—III footing with (2) #5 bars cont. 14" I 'III 30"x30"x16" concrete column footing with (4) #5 bars each wag 1ETAIL SCALE 1/2" _ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / __, #5 bar cant. SCALE 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 shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x V PT wood secured with \ 3/8"dia. x L" 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 IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 o ' .0 Double Filled Cell Column Single Filled Cell Column NTS NTS 0 r 9 12' x 12" concrete column block filled p with concrete and (2) #1 bars vert. tied I into lintels above 35'-O" 1 8'-IOY2" " 8'-10'/2" m 10'-0" w NN °I° ° _ —1 ° " "° liii ilia JFilled cell unde� girder above I FI o � I 0 ° 4" p Rear Porch Slab to L FI I lu - be poured separatelg ® from House Slab.�L ' a I I I to 24 mcxMild x Thicken I O I under filled cell ° ° — ° ° ° p ° ° under girder bearing. ° r __ _ FI __Reer____Sla/1b to w -U I 'Patio/i- F1 I be fluali with bottom of sliding door recess. I I Slope I" I ' Fl _' I I i 1 I � I � I � I � 4" ¢oncrete slab with fiberme m� ' 6"x4" ff10/10 WWM on 4 mil Vie ;s U v I cleah compacted termite tree 'or F mN I I I I °I I I � "I I i l I ' I � °I -- Inq: J I I D W I o 0 °I I u_J " I Y �Yctea ' 11 It mcieowAve NON -VENT RBr H.B. ° I Q 3a' CLaAR A - oPlNRIG I- lool O o OR / en over fill DRYER I I I I I +crate slab with fibermesh OR toll I 1/10 WWM on L mil Visqueen over compacted termite treated fill 1 A/C H. I I #I °get4"4 Steel Ballard I I I See detail on this sheet I 1 w� Aawn o 11 5-23-18 6-23-18 I IQ 4 I I ___ _� _J ° ° — I cv I 150 Amp ° I I 4e $ 1 5 a Panel 111 °I I p w I °- I r 13'-O" 1.5" Recess for O 00 Q MI 1171 .5" Recess for ° [ i °I arage oor is I arage oor ►�n Braden 4 Braden AIA, PA Wynne Building Corp. Architects — Planners I Telel S.E. Coconut Avenue (112) 281-8258 THE W i N D S O R Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net S((��arlish Lakes C.+..Mwi C1 dxdool it A A/"l�P1/9/917 C..)"L. Lucie COuntly Florida .B. 0 r later and panel n either side of wee field venl'y service location 9'-O" 2'-8" 6'-4" -8" 9'-O° 2'-8° REVIEWED FOR 35'-0" CODE COMPLIANCE ST. LUCIE COUNTY °e occ Date Drawn Revisions : Sheet REAR 3-28-18 5-23-18 Garage floor slope and Comm # Drawn by: smoke detector revision PORCH C.C.U. 3 " 15-158B LEFT Checked by: Impact D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ress re for roof stated in permit in box on these pans for zone 3 Ke Area Ede Field Fastener Max Pressure Zone 1 6"4 „ ad ring shank 45 psf Zone 2 4 It 6" 8d ring shank 16 paf Zone 3 4 It 41, ed ring shank 84 psf ** Zone 3a `" 4" #8 wood screw 112.5 psf ** Use nails or a4rews based on res ure for r of stated in permit info box on these plgns or zone Concrete i Lintel Column Verifg with Plan Reber to Lintel 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast ----- - -- hotel set in mortar Min. So Bearip 12"x 12" lumn Block Reber Attachment Provide #5 bar set in pre -cast R C C F F ^ A N .Scale : 1/2" = 1'-0" lintel into beam where length or the opening calls for it. — O h 11 —Orr I h d h h ran e PT Buck sd per jamb into filled a 4' Pre -cast Sill % vex angs at Un ass — Roof pitch at +12 unless Ot erwlse note On t is s eat otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer 7 — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verification Poured Filled Call — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction N Q Provide #5 bars iamaten overlap moth min. 48 bar in filled cell. Tie W filled cell steel into continuous tooter steel. } Concrete Footing (see tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg or m trawith IOd x I"5 Wads at 4' oc. I Smillew MOTr�indto =1 ua sit Masi and (A IOd r%li2mto trim TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT NTS 1 1/8" thick ligght textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed 1 wire lath nailed 2 felt paper through one lager of l�.i, !/'�� ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/3Z" COX Plgwood nailed at 0 o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descrr tion Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 Two roww of beam block filled with concrete and 1 #5 bar 2L ge. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" B1 contlntloua In each row. Hook vert. bar over top bar with wood screws with self sealing washer at 12' o.c. max spacing over ASTM D #5 90° band bar with a 10" min. la at t bar. (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end p laps teetered with corrosion resistant tin cape and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered row& 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional recast Lintel u r ,i #6 bars Lintel Bar Clear A B �tFAR Length Length Span Bars Bars a,. -10" 2'-8" Wane t----'i t ---e 's----e 31-6" 3'-4" 2'-2" 2,#3 none aFa-OB/IT aFa-ID/IT aFa-Ie/ZT dditional 4'-0" 3'-10" 2'-8" 2 #3 none #5 bars clew 1='a 1s{ 4'-L" 4'-4 3'-2" 21#3 none no Row ofJW Block Abov;it ': ^..: 5'-4" 5'-2" 4'-O" 2,#3 none 5'-8" 4'-6" 2,#4 none • r,.'.% Precast LiAdditiona% i 6-66'-4" 5-4" 2,44 none #5 bars____e 1'-6" 7'-0" 6'-2" 2#5 none 8FI6-IB/IT 8N6-I8/2T 8'-4" 1'-10" l'-O" 2,45 none N0T65: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM AL15 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) r LiNTEL SCHEDULE Mark ow w D Urst Sabaa I fie aheagon ON' Block or Abant� atom S� Ts� g� MCsrKavitg �) Up�kft L�) Lateral L� ) L22 2'-2' V-0 8F8-06/1T I #6 $069 569 1024 L31 2' e'� '— 4'-0' eFs-OBAT 1 85 2UI 1363 163 L45 41-5" 5'-10' 8F8-06/IT I #6 1106 1 909 339 L50 5'-0" 6"-IV 8F8-OBAT 1 85 1238 05 121 L60 V-8" T-6' 8F8-OB/IT 1 85 Ion 121 534 L80 s'-O' 9'-4' 81118-1B/2T 1 #6 2 06 162 591 512 LAO 9'-O' l0"-6' 8F8-1B/2T 1 85 2 66 643 530 401 190E 9'-0' 10'-6' 8FI6-15/2T ONE I N5 2 as 1533 us 401 LI00 10'-0' Ir-4' 8158-I8/4T 1 #5 2 #6 682 494 452 LIOOB IO'-O' 1 W-4' 8FI6-83/2T I ONE I #s 1 2 1 as 13" 104e 452 L120 12'-0' IV-4' 8F8-I5/2T 1 $5 2 05 411 428 324 L1209 12'-O' IV-4' 8FI6-86/2T ONE 1 85 2 #6 1015 110 324 LHO I4'-0" 16'-4' 8FI6-85/2T ONE 1 96 2 as 1250 609 1 259 LILO W-O' IT-4" 8F8-I5/2T 1 #6 2 06 300 M2 M4 LVAM IL'-O' IT-4" 8FI6-0/2T ONE 1 #5 2 86 950 600 111114 - 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 hurrieana anchor et each truss with (10) IOd x 11/2" nails - ( 24" c.c.) suppporting Max. 18101b&. upldt Aluminum Drip — Edge t Fascia 12" 2' x6" Kaycan full o vent vinyl moffrt installed using 1/8' the shank x 1.5' long gaiv. rooting nails with 3/8" dia. head per product approval - we chart sheet sl 12" x 12' concrete column block filled with concrete ' and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor il_I=IIH ':: ---IIII IIII ��-- 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end trues with (2) 10d " �ds at each web \ hi -rob lath vertical ua to pr"d •stun Into 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Stop per foundation plan — a Slope per foundation plan Brace Gable end with 2" x 4" SYP #2 slit back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows or beam block filled with concrete -and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furrin strips at 14" o.c. with R4.1 �i-Poll -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 er FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex showers, tuba etc...) Fill cell with concrete and (1) #5 bar wort. (typical). p 'Max. spacing shall not exceed I 48' unless otherwise noted r see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 full Visqueen over / clean compacted termite treated fill 1IIII IIII i�l IIII Illellll--loll II IIII_ �I Typical Section at Front Forch Scale : 1/2" = 1'-0" N H UJ e Provide downspout trap trues to wall using Simpson MGT with Simpson HETA 20 din. into threaded rod with min 12 beam either wet set or in embedment epoxg with hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blocking to 24" O.C.) supportingg MaX. truss per on this afieet ETA 2O 1810 lbs. udllft Me,, ED -, MOM LIM A' I MONA W, 0, 'A MA MA 11 IE 1 I aNA 111WA VA, I Avg IWAA rn resistant tin caps and with 1.25" ;ing shank nails and two sta red rows 12' o.c. in field. Attach PAN IN Attic Access Sim e mini to to X Ow t4 m a lY 2� a 0 ad w1O u w p0 OD o W = - t �C4 L ETA 20::> ` / ETA 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide dwnspout ( 24" o. c.) supporting Max. REVIEWED FOR 1810 lbs. uphf't CODE COMPLIANCE ST. LUCIE COUNTY rn(3 (° 1-2-19 F PANEL "A" Palen BR Lood Wire Deaairptan arcs circa Description Wire Load DR Pale@ I ZO 11 kr e12 Refrigerator I R eL 12.0 kr 60 2 I 20 11 ke if1 Cloths Washer 3 1 20 1.5 kr s12 Kitchen S.A.C. 6 L Dr or s10 5.0 kr 30 2 1 20 1.6 km #12 Kitchen S.A.C. T 9 1 ZO $12 Sathroam R"to 9 10 Ar C el0 5.0 kr 30 2 - I 120 1 1.2 ka 1 812 Dialwaslw II 12 1 20 1.2 ko e12 Microueve 13 14 Air Hand a10 5.0 kr I I6 #14 Ge al Lighting 16 IL I 16 a14 General Lighting 11 Ia WH s10 5.0 kr - I I6 - $14 General Lighting 14120 t201 1 15 $14 General Lighting 21 22 GDO e12 0.81 K - 1 16 s14 Gonaral Lighting 23 24 Spare - Spare 26 26 Spare Spam 21 2a Spare spore 129 $0 Spero PANEL "A" LOAD CALCULATION SHEET Load Description at . I Watts Total(Watts) 4eneral Lighting l3, watts eq: Pt) Small. Appliance. Circlut(s) ........ . . ......... .......... Range, .Remgeretor.................................................. .Micrawave..................................................... Dish Washer ............. ... ....... Clothes, Washer ............................................... Cloth48..Prvipr................................................ ,Water, Heater, .............. .................................. Garage.Door.Opener......................... 1135 3 5205 2 1,500 3 000 1 12.000 12.000 1 1200 1,200 1 1,500 1.500 1 1,200 1.200 1 1.200 1.200 1 5,000 5,000 1 4500 4.500 1 810 8I0 Total Watts 35AI5 First 10000 Watts 0100% 1 10,000 IO 000 Remainder 25AI5 e40% I O 10.24L Electric Heat or A/C 10.000 065% 1 10,000 10,000 Calculated Load Watts 30.241. Ydta a 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Am s Electrical S mbol Legend S Single Polo Satoh ® Recessed Can Light "Jk Double Palo Switch Egeball Recessed e Push Button Switch -,Cr Exhaust Fan -6 Duplex Outlet Coiling Mounted Light Special Receptacle ♦ wall Mounted Light aterpr Wound fault circuit Light with Pdl Chain (attic) ® Floor Duplex Outlet © Compatsr Connection Jack ® Carbon Moncoode Detector 4& Flood Light O Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack ® Telephone Jack Ac oiec A/C Disconnect ® I x 4 Floreseerit Li ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = I' -Off FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit ISO 150 M13 E 13 PANEL 200a rated meter can 2" PVC schedule 2' ria 92/0 AL SER Cable With #1 Grind 2" PVC Schedule 40 conduit aleeve into attic 200a rated meter can bonding 2" PVC schedule I 2' rig ISO ce PANEL bonding Pont ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction 3 TON SEE MANUAL 'J` and Energy Calculation for unit into A �C 124 CFM IOxIOx6 PORCH /MASTER BEDROOM 141 CFM IOAOxl 141 CFM IOAOxIT 12W2WOO r-a CFM GREAT W•• LOSE -FIR DRYER LA 141 CFM IO)dOx1 12' DINING I ROO I I I I I I 124 ox; I KITCHEN I a40 14 MICROWAVE NON -VENT 20x2O 0 L - - - - 38' C1CLEAR OPINING i-00NriII GARAGE r----------------- , I I I I I I I I I I I I I I I I I I I I I I I I I d YYG - Verify AIC/KID Rating prow to ordering equipment - YenFy AIC/KfC Rating prior to ordering equipment I I I ELECTRIC NOTES: I. Use copper wire only. from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before The 2. Provi o and wiry a required smoke f Carbon of period of not years ordering. 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 verify 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. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. 4. 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 AFCI receptacles ere required in of construction. The contractor shall Purniah 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. 8. A/C Return Air Balance Must comp)gg w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A/C Refrl�gr�t�t lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1° shall be installed in metal EMT see ve m conduit. 10. ALL A/C in Equipment shall coin I with ever calculation 11. All work shall be done in accordance with the N.E.C. and py gy shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FSC RMI502 contractor, the completed system shall be fullg operative. and telephone company. 12, Contractor shall pay for all Tees, permits, testing, and Inspections including blower testing where required. Ia. The electrical agstem shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latent edition of the N.E.G. 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 propertg damage for the labels where applicable. kv, duration of the work. 124 CFM IOxlOid I �I Ihaiid B/A 50 CFM Ill CFM 12x6x1 SECOND BEDROOM 12 B/ THIRD BEDROOM 100 CFM IO)d)d 150 Amp Panel OLF-CART, G GARAGE I I I I I I 1 I I I I I I I I PORCH WP GFCI MASTER BEDROOM u I I cll Fci I- GREA-� ROOM 1 _ ® LOSET FC1 LVent thru ----- I \ \ COFTM \ fWA5H6R DRYER \ LAUNDRY DINING I �`� �NI ROOM I , e ° \ - - s.01r I I� Install oulet under disc. not shown for clarity WP GFCf Q U \ I I ITC jHE� I 1 ® � I (i � 5-V><ENT'^REF. 3e' CLE L _ _ OPENR 4 4 Steal Ballard bee detail on this shaet r 22' x 1 4' 1 Attie Aaaass- T .� I OPTIONAL PANEL LOCATION / 't i� II SECOND 1\$EDROOM 1 GARAGE / / GFCI 1 � \ \ GFC / 1 I50 Amp GFCI r'� wiei \ GFCI Panel Garage I Door I \ ^ "' Garage w� Door Opener I \ I d I Opener ®s 14 I I 1 i \ 11 I I CART, Gd i i ARAGE FrorwlLePoor Light i i I I to garage)tots GFCI I i GFCI I I N N WP GFCI REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ELECTRICAL FLAN o Post Light with Photo cell SCALE: 1/4" = I'-O" Center Past Light between drnrerags Attic VentVentina Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 a . ft. required Provide A Continuous Vented Soffit Braden t Braden AIA, Pro one Burldrng Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners ITHE 4=21=14 5-23-18 Garage floor slope and smoke detector revision 411 S.E. Coconut Avenue Tel : (112) 281-8258 III j�I j''� C, `""+ I i` D v OR L lipH Drawn bg: Fax : (7-12) 281-8283 C.C.u. Checked bg: Impact Spamish Lakes E-mail: bradenalaecomcast.net d' Stuart FL 99L �AAC000032 SL• Lucie County Florida D.R.B. OF 5