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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood 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 underlayment installed with min. 4' side laps and L" end tape fastened with corrosion resistant tin cape and with 1.25" ring shank nails �aLed V.o_c. at all laps �and -two Jstaggered�rows 12` o.c. in field. Attach 12" - - 12" 5/8" thick light textured O O stucco on typical concrete 4 block construction o' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" 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 M"TWETM!"11 n� ELE\/ATION N07ES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end [ape 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 v/ V 6111.R 1�61%1 c.vi a: 51UGCO on gpicai concrete finished stucco bands block construction REAR ELEVATION — Overhangs at I'—O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. /8" thick x 8"w cut oral finishipd stucco bands at"+ it _"iE.G'iA�(�fVT REQUVRED ALL MM Mr qmmtt � NQ u w H'§ AN® 8NA WMM,4Wc MAIN ON gN RMV GODS MUST sPEG"*AWE SCALE: 1/4" - 1'-0" CONCEALED FASTENERS ORATIACHMENTS ARE THE RESPONSIBILITYOF THE CONTAACiOROFAECORD Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 24 ga. 5v crimp metal roofing attached to plywood decck using #9 x 1.5" rwasEP qND wood screws with self sealing washer at 12" o.c, max spacing over ASTM D LANs (type 2) 30 lb felt underlayment installed with min_ 4' side laps and L' end ARasUauFCTFIE p LL gHECTI�N8ORK laps fastened with corrosion resistant tin caps and wi� h 1.25" ring shank nails R6oUIRED BV spaced L" o.c. at all laps and two staggered rows 12 o.c. i field. Attach MAYaaNCC@gagRYINORaa7RRSSTHAT deck to trusses using at detail on this sliest COMPLYWITpALL APPLICANLNCOONS, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d made. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 12 4 SLOPE 4 SLOPE $ i C'(!t'`:TY "tT �C -I" T.O.B. ktvtFih'C FO►i B'-I" T.O.B. 12„ 12" 1oAf1 .. H. ®®®® Ott NO I15PLC710.�'4VILL IIyL L+;DE. �. ° 5/8" thick x 8% cut O.H. 5/8" thick x 8"w cut ®® ® coral finished stucco bands ❑ coral finished stucco bands ® EJ 0 /8� t 8% finished stucco b 5 5/8" thick light textured core fi s ucc ands stucco on typical concrete jiliGarag®®®® block construction SCA�Ny e Fin I Finish Columns wit — — — — — — — — — — — — — — — — — — -O'-4" A.F.F. 5/8" thick light textured 5/8 thick thick cut it 13Cet v - rose Floor ————————————— — — — — —— 040-40100 stucco on typical concrete LEFT ELEVATION block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" 2" x 4" top plate 11 ~ 1/2" drywall ceding on truss bottom cord 0 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on L mil Visqusen over clean compacted termite treated fill Interior Non-Bearmq Partition Braden it Braden AIA, PA Architects — Planners ,411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net nLs Wynne Building Corp. The Grand C S ankh Lakes S . Lucie County Florida arlton JOB ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design Ia: Enclosed Risk Categor : II Wind Vslocrty: 145 mph ultimate Mean Roof Height: il'-p Roof Pitch:2 Internal Pressure Coeerficlent: ±O_le Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: _ 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 OL+LL: DL+O.6WL: O.6DL+O.LWL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.4/-51.0 pat Roof Zone: 3. +20.6/-84.0 paf Cormponents ! Cladding Wall End Zone Width: 3'-4" Commonents E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Commonents It Cladelng Wind Pressure (NET) on Garage Door: +32.0/-40.3pet Shea' Walls Considered for Structure? Yea Continuous Load Path Provided7yets� Are Components an Cladding Details Provided? Yea Minimie Soil Bearing Presaare:2.500 psi, Presumptive: X By Test: pal This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pill FLOOR LIVE LOAD: -45 that FLOOR DEAD/L�bAD: 10 that J03 ADDRESS: Date Drawn Revisions GARAGE raven rawn8 D LEF7 by: C.C.U. Checked bg; D.R.B. \'A �`A 0 ,_.— = Roof Zone I Walls Zone 4 = RooP Zone 2 EaWalls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet l . Of: 5 Comm # 12-2, FLOOR FLAN IHI CRASH POST DETAIL TYPICAL DOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/e t 50 ksi steel plate) 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, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 2/z„ 6. Drywall at ceilings shall be leveled and attached to bottom chord y of trusses with screws per FBC R-102.3.5. 2 o 0 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 2ys„ handicap accessibility requirements. " y2" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 (' .' C40, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of drgwell into Spacing installation Maximum Nails Screws wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64' head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either IL" 8" IL" Direction 15/44" head OR Gypsum board marl 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44' head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail Walls Either IL" so IL" 0.092" dia, x1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 �/8" with 19/L4" head. N.T.S. AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq' ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR I I I 21' VTR Mastery/� Bath i I ILrv. I 2• I Lay. 1 +• I 2" VTR W.C..1 JIL I I 2" S" 1 shoe I Kit. Sink 1 2" I Kitchen 1 I I 3' Ncoo-shw Bath . To Septic PLUMBING RISER 9312" 12" OPTIONAL 2 PATIO/SLAB OD OD 00 00 " " EGRESS " n❑ 121-8" N MASTER �= BEDROOM 0 U 8'-0' A.F.F. � u) Flat Ceding 0 n Install SGD thru buck into block with 3/IL" tap -con with 11/2" penetration at L" o.c. max. from aach corner and 20.' o.c. max thereafter at head per product approval O O D Lu 19 a_ I" x L" P.T. $uck naled to O X: block with case hardened nails H Head prior to door attachment iv fixed door Ven Dr er y Use 3/I6" tap -con with sliding door '`.;`?''`;%.'' through wall penetration at L" o.c. max. from each corner and 20" o.c, max n Masonry Wall -- thereafter thereafter at sill per product a provalP= 19. ALL ceramic tile 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 aCCOMP411`14incl smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shanks 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 with (10) od x 11/2" nail& PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 18101ba, at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip �� R-30 blown fiberglass Edge R Fascia in bottom chord of trusses 1/2' drgwall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycon fall o vent vimgI soffit installed precast lintel filled with concrete and (1) #5 bar for bottom row openings using 1/8' dia shank x LS" long ga1v. cunt. over roof mg nails with 3/8' dia. head per product approval - see chart sheet #1 1/2" dryywall over In x furring strips at IL" o.c, with R4.1 fi-foil insulation on typical On Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. limo block construction Mortar to be Type only proportioned per FBC RLOl.I and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vart. (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"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated Fill MY 14" 14" x 14" Concrete footing with (2) #5 gars cant_ end #5 transverse bars at 48" o c TYPICAL SECTiON Scale : 1/2" = 1'-0" Bottom Track _--�Tgpical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with S 11 d i n g D oor Detail From I From Penetration at L" . max. each corner and 20." o.c. max At Masnnrri lllall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3 %a" 54%a"x L3%4" single Hung ZONE 4 2, 6'-2%s'x T-3'/d' 15" x 43 %+" Single Hung ZONE 4 S. 2'-2" x V-2 1/2" 21%2"x 38Y Single Hung ZONE 4 4. 4'-5'/e'x 4'-2%s" 54%a"x 54%o Single Hung ZONE 4 ALL Windows t0 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 bg contractor with manufacturers specs prior to construction [Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41 %;'x 83%+° Fiberglass Panel - Inswing ZONE 4 C G'-O" X L'-e" t"" 14" x 81 %2" recess Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-L" X 4'-8" Solid Core - Wood - L-Panel F 5'-O" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x L'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H X-8" X C-8" Solid Core - Wood - L-Penal 2'-L" X C-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - I. -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior i+1 i N o A/C �r Meter O '-0. 12" x 12" Concrete column / block filled with concrete and (2) #-1 bars vert. tied into lintels above Covered Porch v I tol9'-8" A.F.F. Vaulte Ceiling GR IAT ROOM I I I i I x L" knee -wall 8'-O" to 9'-8" A.F.F. counter top I Vaulted Ceiling _ _ DINING I Rod Q5S elf 18" by �� 1 ROOM I /\i S A T H 1 Vanity to be l qq 1 34.k2"high Hgh1 Wall '9Y+„ I IP-O3/+" m KITCHE� ZTver7ian - - Oiv 8'-O" A.F.F. g L.l - Flat Ceiling 1 L'-O Upper cabinets to extndoverRef.ld' it _ Q Rod ! 15helf ie I r Ito CLO E 1$ 9 I U HI 4"m Steel Ballard See detail ap S,bia_sheet-1I„ w I a F w I 22" x 54' _' I Provide auto Attic Access �e ] 1 closer I E O L-----J 22" 150 Amp a 4" L'-O" P nel a /� in GARAGE Flat Ceiling O N Install windows thru buck into block with 3/IL" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and silper product approval Of wall � / \ Buck to be I" x 4" PT r----------------- i Block wall in garage to be 1 struck block 1 I I I I I I A I o�I Irll_1 - _ • 8'-O" A.F.F. IV Flat Ceiling II'-C SECOND BEDROOM-" t~ r- L u I X �* EGRESS " O C O lQ C YER D 12" x 12" concrete olumn block filled ORC with con rete and (2) 1 bars vert_ tie O O into lintels bove i L' 2" II'-L" L." to 9'-O" 3'-5" 2'-e" 2 _8 4'-2" IS'-10" 5'-4" 3'-4" T-C 34'-0" Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior Pace 2" x L" PT Buck of wall � / r-- Buck nailed to INSTALL VULKEM BLOCK SEALANT case hardened nails ON ALL JAMB, HEADER. AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door t0 cOrlStrUCtlOn � NTS INSTALLATION Braden t Braden AIIA, FA W4nne Building Corp. Date Drawn Revisions Architects - Planners GARAGE 3-21-18 411 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: Tel : (112) 281-8258 c.c.u. Spanish Lakes fit. Lucie Count Florida Fax : (112) 281-8283 E-mail: bradenaiascomcast. net +.,ni•+ CI AAQgL ttAAernnnnA') Checked b D.R.B. y i 48 Wood screws thru Jamb into buck at each hinge and 15' o.a. max and prior to door attachment NTS Sheet 2. OF 5 Comm # 12-2� �r7V' STRUCTURAL DOTES- I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY - IO'-ON BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN I r — 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: ROOF (DL+LL) = 41 PSF _ ° = �� — — — ° — — — — — —I — — — — — — 1' ° ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 I © I EXPOSURE ="C" I 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO Filled cell under I FI I girder above I SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t ItoI I 24" o 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. Rear Patio/Slab r I I WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 11 J to be poured separate F4 from the house slab. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I Cr F1 m (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. ° N MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I - SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 24"w x 14"d x 24'L I I I FI under filled cell ° n BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12. I under girder bearing, 100 ° ° ° O O O ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I L — — — —\ —-----F� ----- CJ PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" , I BEAMS: 1-1/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND -- I Rear Patio/Slab/to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY a all u U c I be flush with bottom of ° e PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. a�a I sliding door recess. 4• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI u_ slope 1/2" I F- DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I ATTENTION OF THE ARCHITECT. I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 I PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I t_ 7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I _ FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 19. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ° PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. ° i FI FOUNDATION FLAN I° I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" H.B.I for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all Termite Protection for New o 4" concrete slab with fiber esh OR I ° 6""', #10/10 WWM on 6 mil Visqueen over o notation and dimensions before starting construction. Construction. I clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in wilting for revision Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all ° I ° 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. S. Contractor filled 1 45 bar Vert. at 48" to provide cell with concrete and If soil area is disturbed after initial chemical soil treatment O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'—O" to q'—II" including spaces boxed or framed. ,' and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and I I shall have filled cells at 24 o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey — Form Board Survey p y y Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of 4 -o a copy of soil test to architect for review prior to construction termicide in e i sleeve and ace between annular space spp. 8. ALL Reinforcing steel shall be grade 60, meeting ASTI'1 A-16 and I I ❑ F A-35 specifications. ALL Anchors to be A 301 steel. f I o 9. Provide a minimum of 3" concrete protection at footings and _ — — — — — — — — —WH I 1-1/2" concrete protection at beams for ALL reinforcing bars. ° A/C I 4°4 Steel Ballard , F1 filled V Concrete 0 i F\7 #5 bar vert. w/ Thicken edge to 8"x8" PS I 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I E a w I I ^III ' 4" concrete slab with fibermsh OR GRADE e �n e vxv #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill °0 E I I Grade I'. E FI I a I I II m , I - to E - — '' ' � I I— 8� "�' ♦ I —1 PORCH SLAB EDGE DETAIL i O 3 u I „ I =IIII III IIII_ 14 w x 14 d concrete monolithic footing with (2) #5 bars cost. SCALE 1/2" = 1'-0" a I O Apo - I \\ FI #5 bar vert. w/ F TYPICAL FOOTING DETAIL 30" overlap ** w LLI u Q _ SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL _ _ I X I ° I ECTIONS 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonry Column with One I �2/ 14 G 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with ribermesh OR #5 From Footing To Tie Beam to clean compacted termite treated fill slope. CxC #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treated fill I P5 I r — N rl � Recess for F� 1 l #5 bar cant. #5 bar in curb See Floor Plan For Location 7N p — — — — — Door ------------ °o °e U.Garage O'-O" ®F.F. , Step per Grade foundation plan;;` `•• J la IT `r 12" x 12" concrete column block filled = Single Filled Cell Column with concrete and (2) #'I bars vert. ti into hntela above 10" (2) #5 bars Cont. bottom steel 14"w x 14"d concrete monolithic "" IIII Ili' N75 footing with (2) 95 bars Cont. L>>= I H11- H I U/. NK/-iU = ;D I CrL)VLU l SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) #'I bars vart. tied into lintels above Top ofl 14" below Verifg house slab height in field -IIII-IIII. li uYc�sry 30" LUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) 45 bars each way �02 RAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 4" PT wood secured with \ 3/8"dia. x 4" 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 #i. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, rillea L eii i-iasonry L oiumn with cane #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 A a FOOTING SCHEDULE Mark Size Description FI 14"W x KID MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x IL"D COLUMN FOOTING WiTH (4) #5 BARS EACH WAY ?FT 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 1400 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Mining Building Corp. The Grand Carlton LEFT GARAGE Spanish Lakes St. Lucie County Florida )ate Drawn 3-21-18 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet I Comm 3, 112-21 OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ad ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese pans for zone 3 KeLl Area Ede Field Fastener Max. Pressure SK Zone I L" 6" ad ring shank 45 psf Zone 2 4" L" 8d ring shank l6 psf Zone 3 4" 4" ad ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on rea ure for rgQof stated in permit info box on these plans or zone 3 Verify with Plan Column to Lintel 12"x 12„ ilumn Block Rebar Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled call steel into continuous beam block steel Provide Cast -Crete SUS-OB/OT precast lintel set in mortar Min. 8" Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening calla for it. 1 Provide PT Buck :1 attached per jamb I:;,:;i details into filled cell (::• 1 4" Pre -cast F:.�i r .f`.I sill 77 ''•-Poured Filled Cell Provide 45 bare with min. 48 bar diameters overlap in filled cell. Tie �illed cell steel into continuous footer steel. ,i,; .,.i.' ,:. .'.',ti .. •i,"''Y.;'y';.:.'`l':.:;' ` Concrete Footing :`TJ:....::•.`; :. ..°-.':':Ta,'; .':', as footer schedule �:� . �.•,:-,:,.— ::T:. -�'•.- for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x i nails at 4' o.c. Install Simpson MGT into wall using 5/8' die. threaded rod set min. 12' Into wet beam and (22) IOd nails into trues Overlap 11TRUSS BLOCKING DETAIL A t t a C h m n t AT GIRDER STRAPPING.: AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D T�i pe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL 911651.12 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 underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6' o.c. at all laps and two staggered rows 12" o.a. in field. Attach ?aced to trusses using attachment detail on this sheet �\ Additional precast Lintel #5 ars � b €i:'• la lfr'i9 r, ;Q; 'al •. ri^; k'41 CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars T-10" 2'-8" 1,-(" 2,43 none 3'-L" 3'-4" 2`2" 2,#3 none 8F8-OBAT Iliad /IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none :,-• #5 bars CLEAR ',i 'n:'.'.Rf 4'-6" 4'-4" 3'-2" 2.43 none me Row of "H" BI«k Above 5'-4" 5'-2" 4'-0" 2,#3 none 5'-8" 4'-6" 2,#4 none '" �5 '.f ♦i Protest Lintel = ;: r I. Additional ' it b'-L" _4 4" 2,94 none 35 bars 1'-6" T-O" 6'=2" 2,95 none ePIL-IB/IT 811:I6-I15/2T 8'-41, Z'-10" l'=0" 2.45 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steel=l.5" 2. min. bearing required a ea. end=8' 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above « Bottom Steel site Top Steel size Max Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2' V-0 8128-OBAT I #6 3064 1669 1024 L31 T-I.' S -8a 4'-0' BP8-OB/IT 1 #5 2541 13113 163 L45 4'-5' Ill 811118-OBAT I s6 1 1106 909 339 L60 5'-O" L'-V SP8-0155/IT 1 #6 1 1238 836 121 LLO Ill T-6' 8F8-OB/IT 1 #6 1 loll 121 534 L80 8'-O' 9'-4' era-IB/2T 1 #6 2 #5 i52 591 512 L90 9'-O' 10'-L" SP8-IB/27 1 #5 2 #6 643 530 401 L90B T-O' 10'-4" BFIL-IB/2T ONE 1 85 2 #5 1633 1163 401 1_I00 10'-0' ll'-4" BF8-Ill 1 #5 2 #S 682 494 452 LIOOB 10'-0' II'-4" BPIL-IB/2T ONE 1 #5 2 #6 1366 1028 452 LI20 12'-0' 13'-4' BPS-IB/2T 1 #5 2 #6 1 411 428 1 324 L1205 12'-O' 13'-4" BFIL-I8/2T ONE I 115 2 #6 1015 110 324 LI40 14'-O' 15'-4" BFIL-fill ONE 1 #5 2 #6 1250 609 259 LI60 IL'-o" 11'-4" SPil /2T 1 #5 2 #6 300 192 194 L1605 IL'-O" IT-4" 8PIL-IB/2T ONE 1 #5 2 16 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with 00) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge 6 Fascia IT, 2" x 6" Kall lull o vent vingl soffit installed using 1/8' dia shank x 15' long galv. roofing nails with 3/8' dia. head per product approval - see chart shoot #1 12' x 12' concrete cdumn block filled with concrete and (2) 91 bars vart. tiad___ into lintels above thicken edge to a"x8" unth concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor V 12 r 4 1/2' thick s attached to framing with no loss than horizontal as into vertical Aluminum Drip Edge t Fascia Flash and Counter ' f lash Nail ledger to gable end truss with (2) IOd ils at each web ll lath vertical wood sratito provide :on into 3/4" penetration members 5/8" thick light textured stucco on tgpical 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 Slope per foundation plan 'r Mid =1111-III Paurad Ca concrete b Poured Coircreti concrete black i Wood B ass Concrete Manufacture 11 — I . Tubicdl Section ra Per lees Flu3h Mounted Shutter Detail Aluminum Panal Sires per manufacturer — see Tkpical Stud Detail 1/e" x 3/32" Wing Nut w/ appropneta washer and spacing per manufacturer's Details FO a- a I Stud Detail Stud w/ Die Cast Zinc NTb Nickel Plated Wing Nut I/4 nts Brace Gable and with 2" x 4" SYP #2 slit back nailed to bottom Of top chords using (2) I0d nails at each truss PRE-ENGiNEERED WOOD TRUSSES w 24'o.c. TYPICAL ( shop drawings bg manufacturer ) 0 LU � X a � r Ow rn N <w a a n. UJ u..� o a�a u o0 a Er_ ro O tn N t d w 2 E#IC Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16' o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" onlqq proportioned �pper FBC R60'1.1 and Mortar joints shall comply with FBC R601.2,1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) a Wi Strap truss to wall using Simpson MGT with Simpson HETA 20 5/6 ilia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxg with nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp 9 truss leg per detail on this sheet HETA 20 1810 lbs. uplift VA EPA End. UWAA d VA4 eAA i I 2 Wt I WA rfft W111 WA Ise HWW owl 1 � - Fe Minoan MIN Fill cell with concrete and O O !D #5 bar vert. (tgpicaU. R: FLAN HETA 20 Max. apacing shall not exceed 48" unless otherwise noted see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET ®pacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with l Visqueen over — esh TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 6"x6" #10/10 WWM on 6 mil imil en clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE =11111111,,,111�— II�� Ilia= FI 0 at Front Porch Scale : 1/2" = I'-O" Braden It Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net O w a a � X s 0 U m CY Q1 ar as h-1Qon a a a to el ti N as p 0 cL OD E c= IQ V u cV C t✓ LU ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD _SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION WL}nne Bullding Corp. Date Drawn Revisions : Sheet 3-21-18 The Grand Cdrltor �LEFTE Drawn by: �. C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 Comm 12-24 PTIONAL PANEL "A11 Poles BR Load Wire Description dire# elrc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran #6 12.0 kw 50 2 1 g 1 20 1.8 kw #12 Pump 9 1 10 1 Drw #10 5.0 kw 30 2 11 12 I 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 IL Refrigerator #12 1.2 kw 20 1 1 20 1 1.5 kw 812 Kitchen S.A_C. 11 18 Recepts #12 - 20 1 1 20 1.5 kw $12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 1 22 1 Recepts #12 - 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 IA kw $122 25 26 Recepts 412 20 1 I 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 20 812 General Lighting 24 30 Recepts *12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 - 20 1 - I 20 912 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #12 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 812 smoke Detectors 31 38 General Lighting #12 - 20 1 F 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I S are 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General lighting. (3, watts eq..ft,) Small. Appliance, Circuit(a).................................... Range,,. ...... Refrlgerator .... Microwave..................................................... .Dlah..Wpaher................................. -. .. I ............ .Clothes..Washer............................................... Clothes.,Dryer................................................ Water Heater ................................................. .................................... Garage. Door .Opener .. . ........ . ........................... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1,200 1,200 1 1.500 1500 1 1200 1200 1 1200 1,200 1 5000 5,000 1 4 500 4,500 1 1800 1800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,944 Electric Heat or A/C 10,000 965% 1 10,000 10.000 Calculated Load Watts 30,966 Volta .- 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrlcal S mbol Leend S Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Eyeball Recessed Pe Push Sutton Switch .� Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light �a= ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack RTelephone Jack A s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light svKR Speaker Hook -Up F11 Intercom 163 CFM IOxIOxL PATIO/SLAB MASTER 1 BEDROOM CAR IAT ROM 163 CFM IOxIOxL 12x12x9 B/A Center Registers a\ I I69 CFM on ceiling Pan IL9 CFM IoxlOx 1 loxloxI ° 12x12x9 B/A H.B. CLOSE CFM 8x4x4 � I a x4 - - - -J 12t1 1 3 CFM 1 Y�tair_ hr_�----- DINING Soffit 1ATH /\' I ROOM AiC P Meter `� 15Amp Panel L--- - - -f-- W.H. 12' x 54" 1 Attic Access with light L - - - - - GARAGE r----------------- -I I 1 I I I I I I I I I I I I I I I I I I I I I I l41' I �/ IFM= t ATH - 20k20 T I F ? iIL" ' �0PM 212x2Lx-I 14 Q 1I SECOND 3> I BEDROOM i j 12x12x8 �] S/A = JUNCTION BOX TO SUPPORT A BAN �IECHANIC/4L LA`rCUT V = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4f1 = I1-011 Electric Notes: 1. Use copper wire onlyy, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with ail local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completely and effectively aC 10. A/C Refr1 er nt lines that are run thru slabs must be sleeved in FVgrounded as re the latest edition of the N.E.C. required b y 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before re required inspections including blower testing whe. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 16. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and propertg damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additloinal 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 26. Dryer Vents to be installed per FBC RM1502 COVERED PORCH A/C disc. AM >«2/O Aluminum Peed I ia' Conduit � PA EL M TE AHU 2" PVC ( FPL nr..v.r rti,rr.rwhr.. 22' rigid service Pill Bar #6 copDe Wire to :5 coot. v%i in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru -Sofit [mom Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi install owlet under disc. N not shown or clarttg [I AiC Meter MASTER BEDROOM OPTIONAL PATIO/SLAB ,.,Covered Ford--, WP GFCI 1 1 I I �$ I TV I Smoke / Carbon G R G�� A T Monoxide Detector R O M Combo O S I I I I I I �I Tv II I = II I II I II _ I I DINiNG GFCI I I i, Fc R O O M �` I j� GFCI GFCI I N , i \ o• i i /// �/► KITCHEN � � I L - 4mok€ L Gprbw - Monoxide Detector Combo \\\a L Iz- GFCI A / GF GFCI ' /T 42" GFCI / W.H. I 22" x 54' 11 I Attic Access with light I \ L J 150 APaneR \ ol ptlena panel location Pull chain \ light in attic y =(�- 92" GFCI GARAGE Garage Door Opener r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I M 1 11 CLOSIE ELECTRICAL PLAN 50\CFM FAN - OCente l L111 ® B\EDROOM TV \ PB J � / 1 WP GFCI I-1 F-MC H i Attic Venting Calculations FBC 2309. Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit SCALE: 1/411 = 1'-011 Post Light with Photo cell vq -J v L'-3„ I.W14 Exhaust Duct �Thru Soffit wWire For Front Post Light Braden t Braden AIA, PA Wqnne Building Corp. Date Drawn Revisions Sheet Comm 4 Architects - Planners 3-21-18 411 S.E. Coconut Avenue The Drawn bg: Tel : (112) 281-8258 T I I e Grand Carlton LEFT C.C.U, E -1 12 - 2 � Fax : (112) 281-8283 S anish Lakes Checked b §�'J B E-mail: bradenaiascomcast. net Sp. Lucie Count Florida Stuart FL '54ggG #AACC0e)0D32 g a B OF 5 t i .