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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL * 11L51.12 26 ga. re crimp metal roofing attached to plywood seek using ><q wood acrewa with self sealing washer at 12" o.c. max spacing over ASTM D Itgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V 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 sliest 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction 12 H COVERED PORCH Fo ,•-. V I 5/8" sick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands .EFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using u9 x 1.5" wood screws with self sealing washer at 12" o.c. max aeaeing over ASTM D Rgpe 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 spaced 4" o.c, at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet EGRES -. EGRES PER D O'-0" Fint is 5/8" thick light textured stucco on typical concrete block construction RICE I � LELEVATION SCALE: 1/4' - I'-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 copy 2L ga. 5v crimp metal roofing attached to plywood deck using u9 x 1.5" �IL wood screws with self sealing washer at 12 oc. max spacing over ASTM D Itype 2) 30 lb, Pelt underlayment installed with min. 4 side laps and V and I laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered row& 12" o.c. in held. Attach RE EW D OR deck to trusses using attachment detail on this sheet CODE COMPLIANCE ST. LUCIE COU TY BOCC `,i� 12 4 SLOPE 8'-1" BEARING " 12„ _4 GRESS w ter, COVERED PO RCH 2 C O'-O" - Finis ed Floor ------ 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp instal roofing attached to plywood neck using >Kq x 1.50 wood screws with &sIP sealing washer at 12" o.c. max epaeing over ASTM D (type 2) 30 lb, felt underlayment installed with min. 4 side lapps and b' end laps fastened with corrosion resistant tin caps and with 1.25' ihng shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in held. Attach deck to trusses using attachment detail on this sheet Z/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" COX Plgwood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 8'-1" SEARIN O.H. :ao ® ® ® ® '. '..' .. I ® ® ® •' O0 5/8" thick x 8% cut / coral finished stucco bande FRONT E L E\A T I O N 2" x 4" top plate 1I ' 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base board 2" x 4" P. T. bottom plate 4" concrete slab with Pibermesh OR L"xL' #10/10 WWM on 6 mil Viaqqueen over clean compacted termite traated Pill Interior Non -Bearing Partition nta Braden t Braden 4NIA, A Wine Building Corp. Architects — Plan n r s S.E. Coconut Telel (112) 28i-8258 58 '— T H W I N D S O R Fax : (112) 281-8283 s�aC $ E—marl: bradenaiaOcomcast.net pnish FI .4 S . Lucie ountly oil a 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 DATP PERMITTING INFORMATION (FORM 100) Florida Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category; II Wind Velocitg: 165 mph ultimate Mean Root Height: Roof Pitch: 4.12 Internal PressureCoefficient: to -is Subjectabilitg to damage Prom: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: X—C Wind Speed: 165 mph ultimate Wind Exposure Classification: C L21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD deal n Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: 010L+OA L Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 pat Roof Zones 2. +20.6/-51.0 pal Rod Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'_4' Components t Cladding Wind Pressure (NET) Wall Zone.ones 5. +35.8/-41.8 pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding De —tali Provided? Yes Mirvauum Soil Searing Pressure: ai. Presumptive: X By Test: pin S E RODUC AP ROYAL F R-IMPACT PROTECTION- F R O 1 a ROOF LIVE LOAD: $7— pat ROOF DEAD LOAD: 10 Pat FLOOR LIVE LOAD: --'%— per FLOOR DEAD LOAD: 10 pal - Roa Zone I Ways Zone 4 WalboZ Zonne e 2 END ZONE . - scorner Zones P44 Zone 3 JOB A1)1)RESS: -e ✓� : Model: Date Drawn Revisions : —� Sheet � Comm )c REAR 3-28-18 Drawn by: 5-23-18 Garage floor slope and smoke detector revision PORCH 1-158� LEFT Checked bg: i m p a c t D.R.B. FLOOR PLAN 311 g TYPICAL NOTES: SCALE 1/+ = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc., to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Budding Department 2114„ surveyor to set in field. y2" 6, 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 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 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. Gggppsum board material shall conform to ASTM C36, C19, C415. C514, C630, C931 C960, C1002, C1041,Ci111, C1118, C1218, C1395, or C1396 and shall be installed according to the followinq. (FBC R102.3.5) Dr well Thickness Location Orientation Framing Member Max spacing of fasteners Nail mvn bona for installation 6f drgwall into Spacing Mawmum wood framing members Nails Screws 2' x min. thickness Ceding Perpendicular 24" �" 12" 13ga 1 3/8" long with 19/L4' head ter x 1 1/4" lorig 0.098' diameter annular -ringed or Sd cooler nail OR Walls Either IL' e' IL' 0.080' dia. xx 15/8' long with Direction 15/L4' headR Gypsum board nail 0.086' dia. X I S/8' with 9/32' head. Ceding Perpendicular 24" 'I" 12' 13ga I S/8' long with 19/64' head 0.098' diameter x 1 3/8' long annular -ringed or Ad coder nail Wells Either IL' g• IL' 0.092" dia. xR I 'T/8' long with Direction 1/4" head OR 151psum board nail 0.0915' dia. x 1 1/8' with 14/44' head. Recess top plate I'm x 3/8"d For steel support angle \ CRASH POST DETAIL we detail on this sheet N.T.S. C 34" high by 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install L" from each end and expansion bolts Into one in center of counter. slab (3/8% 50 ksi steel plate) see angle detail L" I/2' drymall �„ �" 70_0 03/8" 2h° KITCHEN ISLAND FRAMING DETAIL 4" 's KITCHEN 7 AAV 2A LAV2.1 2" /' 7 4 MASTER � 00 2" I BATH 2"WPH I 1 LAUNDRY z" j 3 I��.r� LAY-1 „ I I I I I I 2" LAVA R" I I I t 4 J await-i 3" 2" uo-i I e" rJ �C BATH 82 3 SANITARY RISER tits Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%:'x 4'-L ve" 54%"x 5.4)'"" Single Hung ZONE i 2" L'-2Ya°x 5'-3 V' I5' x L3 i;' Single Hung ZONE 4 2'-2' x 3'-2 2" 2l%,"x 38%" Single Hung ZONE i 3'-I" x 11 38' x L3'i,° 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 by contractor with manufacturer a specs prior to construction 19. ALL ceramic tole surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, AIIII 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 Door Schedule be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough O enin Door Descrl tion PRESSURE ZONE within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics A 41 X i'-O' IDS' x 84' Overhead Garage Door ZONE 4 shall have a flame spread index not to exceed 25 with an accompanylng smoke E developed index not to exceed 450 when tested in accordance with ,4STM 84. D 3'-o• x L'-s• '411 x 83N, Fibai las Panel - Inam1 ZONE i Insulation shall comply with F.B.C. R316. C L'-ow X L'-as 14" x 81 r2" h"b°'r'• Sliding Glese Door ZONE 4 D 2'-0' X V-8' Sold Core - wood - L-Penal -Sr-Fold Finished 24' x 81 h" E X-L" X W-8" Solid Cora - Wood - L-Panel F 5'-00 X 4'-80 Solid Core - Wood - L-Parcel - Si -Fold G '-8' x V-8' x 1 �;' Sold Care Wood, Steel, or Masarte Door H 2'-8' X V-8' Sold Coro - Wood - I. -Panel J 2'-L" X L'-8" Sold Core - Wood - L-Panel - Sr -Fold Gulf Coast supply and MPG 5v Crimp Metal roaring FL #11651.12 #9 1.5' 26ga. 5v crimp metal roofing attached to plywood sack using x ASTM D ALL Exterior doors to withstand pressures stated P in permit info 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 and L' end box On sheet #I 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 detail GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL deck to trusses using attachment on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Simpson HETA 20 or equal hurricptie pr�chor at each truss 12 with (l0) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES Masonry Beam I' x L" P.T. Buck nailed to ( 24' o.e.) au'porting Max 4 18101ba uuulhfi at 24"o.e. TYPICAL ,_�__ _.,.,._._ 1 ..-.a.....-.� block with ease hardened nails / prior to door attachment Aluminum Drip is Edge E fascia 2" x L" Sub -fascia Kagcan full o vent vinyt adrit a using 1/8' die shank x 15' long riding nails with 3/8" dia. head product approval - we chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade Grade TYFICAL rr'\R-30blown fiberglassom chord of trusses wall with smooth finish ws of beam block filled with concrete #5 bar cont. in each row. Substitute stalled IIIprecaslintel Pilled with concrete and (U #5 laiv. bar cant. For bottom row over openings Vml 1/2" drywall over IN x Purringg strips at IL" o.c. with R'4.1 ?1-foil _ insulation on typical 8' Block walls All drywall to be installed per FBC R'102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type M on1g proportioned per PBC RAOTI and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas lax showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill IIIIIIIillll11lllllliijlllll 1 111 14' x 14" Concrete footing with (2) #5 bar& cont. an #5 transverse bars at 48 o.c. SECTION 1/2" Attach buck to block wall with 1/4' dia Elco cone screw with min. 1 1/4' penetration at 12' ae. max and 4' max from each corner thin Exterior two 2' x L' PT Back 7TJaanti 88 Wood "crew thins jamb into book At each dw and hm mini and Detail at Door nor to soar attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRiOR TO BUCK INSTALLATION Install windows thru buck into block with 3/14' tap -con with 1 1/2' penetration at i ". max from each corner and 20.' oc. max thereafter et ssbs and 20' o.c. max Exterior face et hrad and sill per product approval of wall Book to be IN x 4' PT 4 I"x4' F.T. Back nailed to lock oath case hardened node Detail at Windows prior to window attachment NTS Verify attachment hole location with GC prior to fabrication 3/8" steel Install buy thru buck into block with 3AL" tap -con with 1 1/2" penetration at AN o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" 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 - IN x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door RAI L" COUNTER TOP BRACKET DETAIL n Masonry Wall Bottom "Tree Typical Flooring Bill Install SGD thru buck into with 3/IL" tap -con with Sliding Door D etallblock 11/2" penetration at IN o.c. max. feach corner and 20." rom o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, Architects - Planners 411 S.E. Coconut Avenue I B Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Counter top - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bare vent. tied into lintels above Base cabinet �+ 2' x 8' mood studs at IVoc. 2' x 8' PT wood plate 0 I I Za o- I a - I Filled cell under girder above O I � PORCH WIRE LATH E STUCCO CEILING I o (D 8'-O" to 9'-I " A.F.F. OL Vaulte Ceding 19'-5" GRE,AI ROOM I U ,U-, 'a- a H d) " I i O I 9'-8" A.F.F. Vall.ted Ceilin T_7 y2„ EGRESS 13'-II" MASTER BEDROOM 1 A.F.F. OIL Flat Ceiling T Rod ii Shelf = r sl I CID J I O SE- r-1° I f LA WASHER I DRYER LAUNDRY g I � DINING O ROOM I 34� Rto 3/8" thick steel I igh counter tops to T I I iter top supports Li 011 overhang wall 1.5` v I I 5'-3 e to 1 q. eq_ IC Vanity to be 34 Y2 " high 141 11110 NINE SECOND BEDROOM o A.F.P. - Flat Ceding THIRD BEDROOM O m V-O" A.F.F, Flat Ceding R-a Betts In,dstxm- Provide auto 150 Amp closer Panel -----------------� b 1GOLF CART GARAGE i 1 13'-O" 0][0l■[0]- - - [O]■[ol[a W1100[cllol016, 'a]■InIFl Wynne Building Corp. THE WiNDSOR S ankh Lakes S. Lticle County Florida T �n Square Footage Breakdown Total A/C Space = I,153 sq. Pt. Covered Porch Total = 212 sq. ft. Garage = 459 34. ft. Total Cubic Ft = 14,C�2� under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet REAR 3-28-18 5-23-18 Garage floor slope and detector Drawn bg: smoke revision PORCH 2. LEFT c.c.u. Checked by: D.R.B. OF 5 Comm # 15-15sB impact i----- rc-1-1 J 1 ><U L.0 I U></_-�I_ I N y 11=J' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4.000 PSI GROUT MiX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-ib, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRiOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 1 2. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PiNE, UNLESS NOTED OTHERWISE. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 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 I #5 bar vert, at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells On each side of openings from i;i to 9'-Il" 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" = 1'-0" FOOTiNG SCHEDULE Mark saoe D I 14"W x H'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 140D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x H"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 12"W X 18"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled c;,�_ fiv ECTIONS one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill r aaaaa on 0-a1-FE 'Jimi , 5#8f II III 14'w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f I % TYPICAL FOOTING DETAIL 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 cant. 10" (2) #5 bars cost, bottom steel 12" = 2 DETAIL AT 6" GARAGE STEPDOWN Af,AI_P 1/2" = I'-e)" 12' x 12' concrete column block filled with concrete ' and (2) #i bars vert. tied into lintels above Top of rooter 16" below finished floor- 'dR WOM ff PORCH SLAB EDGE DETAIL S[_AlP 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Ad,lust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. Vx6" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill \4 O,-o" to r- F di- -T F -:.:T: F F F- IIII—III 14 w x 14 d concrete monolithic footing with (2) #5 bars cunt. 14" Verifg house slab 4" concrete slab with fibermesh OR height in field 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / \ / #5 bar cant. (III, III —gill—lei _ o- �30"x30"xl4" concrete column footing with (4) „ ,, #5 bars each way (2) #5 bars cunt. bottom steel 1O„ 12" :TAIL DETAIL AT 9" GARAGE STEPDOWN Coll F 1/7" = i'-n" 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 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. 2" x 6" PT wood secured with \ 3/8"dia. x V 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 #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 i Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled U il'I�' �Lytoou with concrete and (2) #1 bars vert. tied I MI% Into lintels above m T' 10'-O" �® ®� _ 4 � � Filled cell under girder above O I o r i = p Rear Porch Slab to p I 4 91 - be poured separatelg i I O from House Slab. I w R I a \ 15'-3" — — — — — FI — — — � I I I FI I 4„ I I L FI I` I N Thicken footir to I 24"w x 14"d x 4"L under filled cell under girder bearing. I r � I I FI Rear (Patio/Slab to 4 FI I be flust with bottom of sliding door recess. I Slope I" FI II I I I I I I I I I o ° 4" ¢IIIIIIIIII 1oncrete slab with fibermII eII sWASHOERR 1 m= I 6"x60/10 WWM on 6 mil Visq en over U t �e i afill 1°R �FI IIIIIIII o � � �13 01111 4" encrete slab with fibermesh OR FI I I VXV 1 0/10 WWM on 6 mil Visqueen over cleai compacted termite treated fill I I MICROWAVE NON -VENT REM H.B. ° I O 2 30P8Na�tG O o ST. 0 r A/C I I ° #) ° A'4 See Steel Ballard I detail on this sheet I l I n _ 2' 1 1 > I F- I Attic Access L With w 11 5-23-16 I° © 0 5-23-18 I— ° -- I— Q g I , Maieieither si td of w — — — — — — — — Ouse field Verify I o ° ° ° service location OD 15PanelIm p NJ ° I I 4n Stii ° I _ UV I A" I 5-23-18 ) ® ° -- — -----J O O t— — — — — — — — — — J ° ° ° O ° 1.5" Recess for O O ° ° ° .5" Recess for ° °I arage oor to I Garage Door I 2'-8" 1 9'-01, 1 2'-8" 1 6'-4" 1 T-B" 1 9'-0" 1 2'-8^ Braden 4, Braden AIA, PA Wunng Building Corp. Architect& - Planners l S.E. Coconut Avenue T F. W i N D 5 O R Tel H l : (112) 281-8258 II Fax : (112) 281-8283 S ankh Lakes E-mail: brradenaiagcomcast. net -+iinrt P1 'AAggL seer-nnnnst) St. Lucie Counttg Florida Date Drawn : Revisions : Sheet REAR Drawn 5-23-18 Garage floor slope and Comm �c Drawn by: smoke detector revision PORCH C.C.U. 3. 15-158B LEFT Checked bg: Impact 0.R_8. of 5 ROOF 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 Fit wood '4. Use nails or screws bas d on pressure for ropT stated in permit info box on these pans Igor zone 3 Ke Area Ede Field Fastener MaxPressure Zone 1 6 8d ring shank 45 psf Zone 2 4 8d ring shank 16 pef Zone 3 8d ring shank 84 psf ** Zone 3a 4" 6" #8 wood screw 112.5 pat ** Use nails or s4rews based on res$ure for r of stated in permit info box on these pi ns for zone Concrete / Lintel Column Venfg with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. X-, Provide Cast -Grote SUB-OB/OT precast -- - -- lintel set in mortar Min. 8' Bearing -r -=--� 12"x 12" ilumn Block VrG� Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment Provide 85 bar set in pre -cast ROOF FLAN Scale lintel into beam where length or the opening cells for it. — O t 1'-0" i t h li d In PT Buck ad per ,lamb into filled ci 4' Pre -cast Sill t vet sings a win ass — Roof pitch at +12 unless o erwise no a on t otherwise noted on th — Truss shop drawings to be provided bg manufactl - — Ang changes to this plan shall be submitted to architect for approval in writing prior to startin -- I — ALL TRUSS TO TRUSS CONNECTIONS BI TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior t0 construction for lagout and uplift verification 1 +. Poured Fined can _ Contractor to provide for Form Board Survey �__ _ Form Board Survey to Truss Compang prior to i #5 bars with inn. 48 bar ra overlap in filled cell. Tie III steel into continuous steel. %1.`:^ I:'%'.:,' ;'•:: Concrete Footing '..�.... -%j: :. • ,... ".i.L:,_ .. , (see tooter schedule for exact aloe) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" - I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocked to vert. leg or ess troth 104 x 1.5 nods at 4' &a. n meta/ Sopoon MOT into eat wing Itod �d �f22 into wt Masi oriel f22) IOd naili Into teas TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick figght textured stucco installedper ASTM C 924 over ASTM D type 2 paper backed wire loth Waded to2 felt ape through one layer of 11 IL•Ji ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/3Z" CDX Plgwood nailed at 0 o.c. in field and edges with 10d ring shank nails into studs. Mark Size and Descrl Lion Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #II451.12 Two rows of beam block filled with concrete and I US bar 21 get 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ok Bi continuous in each row. Hovert. bar over top bar with wood screws with self sealing washer at 12' o.c. max spacing over ASTM D #5 900 bend bar with a 10" min. la at t bar. (type 2) 30 lb felt underlagment installed with min. 4 side lops and L" and p laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all lepa and two staggered rows 12" o.c. in bald. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel m5 bars Lintel Bar Clear „Alf Bit CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-b" 2,1* none ----e Is ---- Alf is, ---- e 3'-b" 3'-4" 2'-2" 2,43 none 8PS-OB/IT sF8-11SAT 8FS-I8/2T _,Additional 4'-0" 3'-10" 2'-8" 2,43 none 85 ban ii' 4'-6" 4'-4" 3'-2" 2,43 none CLGA .�`;37;•.j: cis Roo d .H. °�,...".r`•'"• Block Above ;o; :;: 5'-4" 5'-2" 4'-O" 2.tt3 none 2,44 none Precast Lintel 1 Additional i b'-b" 4'-4" 5'-4" 2,44 none m5 bars 1'-4" 1'-0" 4'-2" 2,45 none 913I6-I11S/IT 8P16-I5/2T 8'-4" 1'-101, 1'-0" 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=a° ALL reinforcing steel is grade 40. 3. standard for reinf. steel=A57M A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark w a si LSDI Cast -Grate S hcation Rome or . . Ab k sotto. stow sine Top st w Si:e Max. ! (PLF) man ULem�d (PLIN) max LLateral (PLIN) L22 2`-2' V-ia 8IN8-01SAT I 8s 3069 E69 1024 L31 '-_8L8" 4'-0- spe-OS/IT 1 85 2MI I"S 163 L45 4'-5' F-10" 8FS-ODAT 1 85 1105 904 339 LSO 5'-0' L'-L' ells-OB/IT 1 86 1238 an 121 LLO V-8" 11-V sPe-00/rr I 8s ion 121 534 LSO W-O' 9'-44 aF8-Id/2T 1 85 2 06 152 691 512 1.90 9'-O' 10'-L' SINS-115/2T 1 85 2 86 943 530 401 L908 Y-O' 10`-6' ePlt-15/2T ONE 1 as 2 8s 1633 us 401 LI00 10'-0' II'-4' 9IN8-11115/2T 1 85 2 1 86 582 494 452 LIOOD l0`-O' 1 ll'-4' ePli-6/2T ONE I a5 2 8111 IS" 1028 492 LI20 17-0' IV-4' 8IN8-I5/2T 1 85 2 a6 411 429 324 L1209 17-0' IV-4' 8INI4-6/2T ONE 1 0 2 as 1015 110 1 324 LNO 14'-O' 16'-4' eFIL-6/2T ONE 1 85 2 85 1250 L09 259 LKO IL'-O" 11'-4' 8108-10/2T 1 85 2 06 $00 M2 I M4 LWS IL'-0- IT-4- SPIL-83/2T ONE I 1 86 2 a6 1 950 1 boo 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 11/2' nails — f 24" o.c.) suppporting Max. 18101bs. uplft Aluminum Drip _ Edge f. Fascia 12" Kalican full o vent vinyl soffit installed w�p I/8' dia shank x 1.6` long gale. rooting naihi with 3/8" dia. head par produce approval — we chart sheet el 12' x 12' concrete column block tilled with concrete and (2) 91 bars vart. tie into lintals above thicken edge to 8"x8' with concrete and one 35 bar continuous BEYOND Top of tooter IL" below finished floor IML 1/2" thick stucco an Aluminum Drip Edge t Fascia Flash and Counter " flash Nail ledger to gable end truss with (2) IOd do at each web \ 3/4' penetration members 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. Step per foundation plan. a Slope per foundation plan Wood Base Brace Gable and with 2" x 4' SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WO ® 24"o.c. TYPIC, l shop drawings bg manuf �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 grecast lintel filled with concrete and (1) #5 ar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R'4.1 Ii-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onTg proportioned�per FBC RLOI.I and Mortar joints shall comply with FBC RGo1.2.1. Provide Dur-O-Rock at all wet areas fox showers, tubs etc...) Fill cell with concrete and (U #5 bar wort. (typical). `Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 1"x6" 810/10 WWM on 6 mil Visqueen over clean compacted termite treated fill strap trues to wan using Simpson nu I with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment _.. _.. ,.,t„ kamm, e,ti.er ,flat ..t nn ,n mmn ll 11111.1, hurricane anchor at each truss �•j;lll- �iiiIIIIIIIIiIIIIIIIII',_ II - _fill —fill- i�JN— FI 3 TQplcal Section at Front f orc Scale : 1/2" = i'-O° Braden ! Braden AiA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net i Provide downspout 1/2" thick stucco an Aluminum Drip Edge t Fascia Flash and Counter " flash Nail ledger to gable end truss with (2) IOd do at each web \ 3/4' penetration members 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. Step per foundation plan. a Slope per foundation plan Wood Base Brace Gable and with 2" x 4' SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WO ® 24"o.c. TYPIC, l shop drawings bg manuf �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 grecast lintel filled with concrete and (1) #5 ar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R'4.1 Ii-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onTg proportioned�per FBC RLOI.I and Mortar joints shall comply with FBC RGo1.2.1. Provide Dur-O-Rock at all wet areas fox showers, tubs etc...) Fill cell with concrete and (U #5 bar wort. (typical). `Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 1"x6" 810/10 WWM on 6 mil Visqueen over clean compacted termite treated fill strap trues to wan using Simpson nu I with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment _.. _.. ,.,t„ kamm, e,ti.er ,flat ..t nn ,n mmn ll 11111.1, hurricane anchor at each truss �•j;lll- �iiiIIIIIIIIiIIIIIIIII',_ II - _fill —fill- i�JN— FI 3 TQplcal Section at Front f orc Scale : 1/2" = i'-O° Braden ! Braden AiA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net i Provide downspout ro UJ4nng Building Corp. THE WINDSOR 5 anish Lakes 5�. Lucie County Florida MODEL: REAR PORCH LEFT hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 lbs. uplift )ate Drawn Revisions 12-te-11 5-23-18 Garage floor slope and Drawn by: smoke detector revision C.C.U. Checked bg: D.R.B. REVIEWED FOB' BODE COMPLIA ST. LUCIE COUI�T'y BOCC a � X go .+ r OU m N f_ as a- Z AM LLI 2s a ui ti Ewa m 9 (V r_ Sheet Comm OF 5 PANEL "A" Pules BR Load Wire Description circa circa Description Wire Load n3O Poles 2 40 1.0 kw as A/C comp 1 2 AHU 810 3S k. 2 3 4 2 30 4.5 kw al0 40 gal. water HTR 5 L Range 86 12.0 ka 50 2 e I 20 1.8 km 812 Pump 9 10 Draw a10 5.0 kw 30 2 It 12 1 20 1.6 ke a12 13 14 Dishwasher 812 1.2 Its 20 I 1 20 1.5 km 812 Microwave IS IL Refrigerator ail 1.2 ke 20 1 1 20 1.5 km a12 Kitchen S.A.C. 11 Is Recepts a12 - 20 I 1 20 1.5 km a12 Kitchen S.A.C. 19 20 Recepts a12 ® 20 1 1 20 1.2 kw a12 Clothes Washer 21 22 Recepts $12 - 20 I 1 20 0.81 ke a12 Garage Deer Opener 23 24 Recepts a12 - 20 I I 120 11.4 kw a12 25 24 1 Recepts 812 20 I 1 20 1.92 kw a12 21 1 20 1 Recepts 812 - 20 1 I 1 15 814 General Lighting 29 30 Recepts 812 20 I - I 15 814 General Lighting 31 32 Recepts a12 - 20 1 - I I5 814 General Lighting 33 34 Exterior GFCI $12 - 20 I - I 15 a14 General Lighting 35 36 Bathroom GFI a12 - 20 I - 1 20 al2 smoke Detectors 31 38 General Lighting a14 - l5 I - I 20 a12 Bathroom GFI 39 40 1 General Lighting a14 - i5 I - s are 41 42 1 b are PANEL "A" LOAD CALCULATION SHEET Load Description QL . Watts Total(Watta) Generol Lighting l3. watts eq. Pt.) Small. RaAppliance Circult(s) ........ . . .... . . . ... . .. . . . . . . . . . . nge , Rerrlgerator.................................................. Microwave .................................................... Dish .Washer ..................................................... Clothes„Waai�ar............................................... ,Clothes„Dryer............ Water Heater Water Pump ............................................ Garage,Door,Opener............. ........................... 1135 3 5305 2 1,500 3,000 1 12 000 12 000 I 1200 1200 1 1500 1.500 I 1,200 1200 1 1,200 1200 1 5000 5000 I 4 00 4,500 1 1 800 1 8OO 1 810 Elio Total Watts 31.416 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21.415 940% 1 O 10.111111,9 Electric Heat or A/C 10.000 eL5% 1 10,000 10.000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required 150 Amps Electrical S mbol Legend S Single Pole Switch 19 Recessed Can Light •'!1 Double Pole Switch ElloMil Recessed Pe Push Button Switch ' Exhaust Pan ese Duplex Outlet ¢ Camlling Mounted Light Special Receptacle O- Way Milted Light Waterproof, ground fault mterrup Light wth Puy Chain !attic) ® Floor Duplex Outlet C Computer Connection Jack ® Carbon Manmade Detector 4t? Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceiling fan ® Television Jack Tokoons Jack Ac Di;c A/C Disconnect ® I x 4 Plorescent. Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ><❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: lk(2/O Alawwaw feed AMP 1 ' Condwit PANE AL PORCH 141 CFM IOxlOx1 141 CFM IOxlOx1 GREAT 141 CPM IOwdOx1 124 CFM IOxIOxL 3 TON , KItCHEN SEE MANUAL , MMICSO I 'J' and Energy 0 34, CLEAR Calculation L for Unlit into A/C W.H. 4'0 Steel Ballard ee detail on this sheet 22' x 1D4' Attie Aaeess L _m`h `_°'_ _ 1. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. M� 3. Contractor to verify location of electrical �F ,,�9`` service and provider. 4. ALL paddle fans shall be on a rheostat. AHU 5. ALL bath and kitchen receptacles to be GFI protected. 2" PVC l PPL 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except fCitcfien. Bathrooms, and Garage. 2' n service FPL LBo01saeai°s"pii�a"m dab 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C in gBrant lines that are run thru slabs must be L C T R I C,4 L RISER sleeved 1n i�VC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical -Contractor shall we AL-Cu Landing loge. NTS contractor, the completed s stem shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all lees, permits, tea inQ, and manufacturers recommendations which inspections including blower testing where requiretl. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid 19. The electrical a stem shall be coin letel and effective! interference with the progress of construction, y p y g 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below T-I" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dr er Vents to be installed per FBC RMI502 and telebhone comoanU_ y GARAGE r----------------- i I I I I I I I I I I I I I I I 1 12W22WO r-w _ 12' IL" 20x2O .ssr l 124 CFM IOXIO)d (MASTER BEDROOM 9 CFM LOSE ASHER, II DRYER LAUNDRY I: I 124 CFM IOAOxL 50 CFM IL CPM iax4x4 Ill CFM 1244 I SECOND BEDROOM - ;i ;12B/A THIRD BEDROOM 100 CPM IOxLxL 150 Amp Panel GOLF CART GARAGE I I 1 I I I I I 1 E C HANICAL LAYOUT THERMOSTAT LOCATION SCALE : I / = I - O U WP GFCI Install oulet under disc, not shown for clarity Wire For Front Post Light U 0 PORCH WP GPCI MASTER BEDROOM U® 1 % _ I I ® I I I GREAt ROOM I � LOSET w r � � ti Ifill = 1 • e � 1 -' VM ICI 1=1 ■ ICI d�i ICI J Steel Ballard See detail on this sliest r----- Atua xAssess- I .� / I -/ I OPTIONAL PANEL LOCATION / C.M. SECOND `BEDROOM 1 1\ t\ THIRD ---BEDROOM lime GARAGE // / L GFC GFCI F 150 Amp GFCI / / \ GFCI Panel r-------- ®=------i -ram _--------i IGarage ` Garage Door 1 I Door Opener I 1 L I Opener COLF GARAGET I I 1 1 I GFCI I I to garage +Ights rG FCI I \ wP GFC1 ELECTRICAL PLAN o Post Light wt% Photo cell SCALE: 1/4" = i'-O" Center Post Light between driveways AtticVenting Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq, ft. required Provide A Continuous Vented Soffit Braden ! Braden AIA, PA marine Budding Corp. MODEL: Date Drawn Revisions : Shoat Comm # Architects -Planners REAR 12-to-11 5-23-18 Garage floor slope and detector 411 S.E. Coconut Avenue j�� C, THE III `^�' I `D `'� O R Drawn by: smoke revision Tel : (112) 281-8258 PORCH c.c.u. S arlish Lakes S�. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net LEFT Checked by: D.R.B. Stuart FL 996 #AAC0000 2 OF 5