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HomeMy WebLinkAboutBUILDING PLAN5/8" thick light textured stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached t0 plywood deck using #9 x 1.v 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 5/8" thick x 8"w cut coral finished stucco bands RIGH7 ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #x11651.12 26 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 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 stucco on typical concrete block construction LEFT ELEVATON SCALE: 1/4" = 1'-0" r Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST ation Date Design Pressure of Approved Tests 1.2.3 4 FLU 1i499 2 Single Hung Series 185 Mi Windows and doors 3/ L" diq. corner 3 Tapcons w/ mi7 I I/ " P�^,tT LSuck imto solid from each corner and G o.c. the rea ter throug filled CI7!J wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 60 psf - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4' max. width I4'-0" max height DABeing nsta M Buckto concrete 5capt cc wrt 1) 95 bar dart. using 3/8' x L' Hilti HLC Sleeve anchors at 8" a.c. Loth 1.25' ilia. uu►she s with min. 4' edge distance. Install track to buck (I) S,. x 15/8' full thread lag screws in each bracket maintaining min. of IS edge distance - GC to strictig adhere to product approval rovide IiIL' ushnut washer on roller shorts 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Desi h P o/ Smo3 Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and Jambs. + 50,0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI tJllndOWS and doors L ia, x 3 peons w mir�. penetration at 4 max. from each corner and I' o.c. all double row thereafter through PT Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1✓4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11451.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detml on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using # 10.x dia.wood5screws rain es ankruss.nailInstall soffi3/8"dtiato baadttens using +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 46.0 PSF - LI�have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE -4 COVERED PORCH nterlor Non-Bedrin 11111101 12„ • O.H. Finish Columns with thick cut coral finished stucco bands 11 wz11111 • • - . e1 L.�Ir �' ^ %\ BEARING :k x 8% cut Shed stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 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 underlayment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 12„ GRESS H COVERED PORCH . L�L 2 door 5/8" thick light textured \ I stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVA710N 12 4 [SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 C 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 Ll 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I �I �I '� ■ ■NONNI�I I� Mwo im ICI �I �IJI I� I I I I ICI CGi�I, FRON7 ELF-Vi4TION ii - & S -r a (a2 7 ST. LUC.E COi,�-Ty EL II ^.LAIC DI3LCION R-VIEWED FOR C N REV1LNIl,T,D BY ,� r DATE PLAN AND PER T ST BE KEPI ON JOB ORN0 LNSPECTION eVILL BE MADE. truss bottom cord t I . ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS I INml. iNSPFCTH,Ns ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 0• C. REQUIRED BY FIELD INSPECTCRS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. .e ermesh OR 6"x6" #10/10 WWM on 6 mil V!squeen over clean compacted termite treated fill Partition 4QNCEAtED FASTENERS RESrONS181UTY OF THE NTS ARE TOE CONTRACTOR OF RECORD TERMITE TREATMENT REQUiRED Braden lt Braden - ' • Avenue B E-mail: bradenaia8comcast.net '' 283 Stuart. FL 349% UAAC000032 nits Wcgnne Building Corp. THE MAJESTIC Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSiNG OCCURS BETWEEN THE BUYER AND WY1\NE BUILDING CORP AND WILL COi\1TINUE FOR ONE YEAR FROM THAT DATE FERM1771NG INFORMATiON (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is.. Enclosed Risk Category: iI Wind Velocity: 165 mph ultimate Mean Roof Height: II'-C" Roof Pitch: 4.12 internal Pressure Co�i-cient: ±0.I8 Subjectability to damage from: Weathering: Negligible Termites: Veru Heav4 Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.�26 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.2L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-510 psf Roof Zone: 3. +20.6/-84.0 psf Components I Cladding Wall End Zone Width. 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.-1 psf Wall Zone: S. +35.8/-4�.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 23 Montere TO .12oPITCH ® = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE ® = Corner Zones Roof Zone 3 Model: Date Drawn : Revisions Sheet Comm # i-2�-11 ,� D raise n by: PORCH 1 • 11 l �� RIGHT Checked by: D.R.B. OF 5 fF:LCCR PLAN 4" Recess top plate b"w x 3/8"d <� C lP A C I i f= O 7 n= T A I I for steel support angle Counter top - verify type with contractor TYPICAL NOTES: SCALE 1/4" = 1'-C" See detai► on this s eet N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter proceeding with work. steels crash Flange With post. Floor 4 - 3/8" Steel countertop support angle Install 0 from eachInd and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. see angle detail"t 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8 50 ksi steel plate) 2" x 8" wood studs a minimum 1,400 P.S.I. fiber stress. 0 1/2" drywall at 1`" o.c. 4. No dissimilar metals to touch. 2rs" 2!6" r' x 8" PT wood plate S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r;' 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. rout mix g s/8 O � 2/' KITCHEN ISLAND FRAMING DETAIL Drywall at ceilings shall be leveled and attached to bottom chord 4„ z of trusses with screws per FBC R102.3.5. 2 j2" Attach buck to block wall with 1/4" dia. Elco conc screws with min. -1. ALL wood in contact with concrete shall be pressure treated. 10 ° A 1 1/4" penetration at 12" o.c. max 8 ALL wall dimensions are nominal and not finished wall or stud dimensions. '2" E t �. P. and 4" max from each corner thru 2" x 4" PT nuck 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. ��„ r�" 12. Lowest finished floor to be set by Governing Building Department 6" 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 pper FBC R302.9.1 16_ Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC iR302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radlant 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. G psum board material shall conform to ASTM C36, C79, C-415, C51,4, C630, C931 C460, C1002, CIC,41,C11171, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R�102.3.0) Masonry Beam Dr wall y Thickness Location Orientation Framing Member Max. spacing p g of fasteners Nail sizing options for g p installation of drywall into Spacing Maximum wood framin members Nails Screws 2 x min. t ickness Ceiling Perpendicular 24" 1„ 12" 13ga 1 3/80Rng with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either 16" 811 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1„ 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 12 cooler nail 8, OR 0.092" dia. xx 1 7/8" long with Walls Either 16" 81, 16" Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" 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 g�psum backers in accordance with ASTM C1288, C1325, OR C11718 and installeI.A.W. manufacturers recommendations shall 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 within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accomparirg smoke developed index not to exceed 450 when tested in accordance with �ASTM E 8-4. Insulation shall comply with F.B.C. R316- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL .1111651.12 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 1)(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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 12 4 F_ PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip --_y " \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 95 bar cont. in each row. Substitute Kaycan full o vent vingI soffit installed precast lintel filled with concrete and (1) 45 using 1/8" dia shank x 15" long gaiv. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" dr wall over I" x furringg strips at 1(." o.c. with R4.1 PI -foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes. block construction T11 Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) #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 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade = i 1111 -1�1I I1111 -IIII 1 IIII I i'- 14" x 14" Concrete footing with (2) 45 bars Cont. and 45 T` _ F I C�4 L S E ` 710 10 N transverse bars at 48" o.c. Scale : 1/2" = I'-C" -.1 of wall varies - #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and D e t a l l at D OOr prior to door 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 6" o.c. max. from each corner and 20." o.c. max thereafter at jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to I" x 4" PT Varies P.T. Buck nailed to block with case hardened nails Detail a t Windows prior to window attachment NTS Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall Ni . ..... Bottomy Track Tgpical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l l d 1 n g [Door OOr D t, a l l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb ,At Masonry Wall NTS window Schedule Mark Size Rou h open. Window Description PRESSURE ZONE I. 4'-53/8" x 4'-6 %8" 54 %,' x 54 ye' Single Hung ZONE 4 2. 6'-2V'x 5'-3 %8" 15" x 63 %4" Single Hung ZONE 4 3, 2'-2" x 3'-2%" 21i"'x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3%8" 38 x 43'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures In permit info box on sheet ,ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor wi h manufacturer s specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-O" X 6'-8" 41"I/4" x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O" X 6'-8" 14" x 81 %s" or eam bottom Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL box GARAGE WITHSTAND All wi Exterior doors to withstand pressures stated in permit info on sheet 4I DOOR SPECIFIED iN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified bg contractor h manufacturers specs prior to construction 11 0 W W W W r_ W 9 A/C I N Meter and panel on either side of house field verify service location Verify attachment hole location with GC prior to fabrication 3/8" thick 6„ steel bracket COUNTER TOP BRACKET DETAIL ° 35'-O" 8'-10%2" 12" 8'-10%2" 12" T-i r2„ D F) Ell C]OIL- ° cam! EGRESS 13'-II° Filled der girder der above POfi�C�-I � � o WIRE LATH t STUCCO - CEILING O 3' 9" MASTER BEDROOM El VC 00 OO O MT O OO rik 8'-0" A.F.F. Flat Ceiling I � I C Vanity to be 34 %2 „ high Rod Shelf _ 8'-O" to 9'-8" A.F.F. _ i Vaulted Ceiling Mirror a) 1 L r- O 1 GREAT'ji ' O O M CLOSET10 1 0 ---- � }--I Rod t Shelf 0 in a -7 32" DRYER ASHER LAUNDRY --- y y O 8'-0" to 9'-8" Vaulted Ceiling A.F.F. O 0 4 oJ"�`�J DINING Vanity to be Oi 34 �2 „ high ROOM 18" -1 42„ 11 1 I 1 T counter tops to 3/8" thick steel v overhang wall 1.5" 1 5'-3" counter top supp 90 its eq eq- coun er toto o 6 over ang wall 0 - ] ° PANTR D s - n,_4„ - - i --- .o I CAB m U o IE +41" high wall o I DW � SECONE-D � BEDROOM r 1 KITCHEN a 1 0 _ I ,_ „ ,- „ 8 0 to 9 8 A.F.F._ I 8'-0" A.F.F. Vaulted Ceiling ``� O 1 Flat Ceiling r 1 Upper cabinets to I - � F extend over Ref. 1 1 1 MICRO1. JAVE= REF. NON-Y NT 2' -8" �{„„ 'I cv 38" CLEAR OPENING L Oi4=i I �y - Provide auto R-11 Batts Insulation R-ll Batts Insulation closer _8„ G 4" 5'-O" 4"0 Steel Ballard see detail on this sheet 0 �� W j -x-s4 -m 1 J I � 22 �, „ > � O 1 Z Attic Access = I light > I q with 1 d L__--_J 150 Amp 8'-O" A.F.F. Panel Flat Ceiling GARAGE Block wall in garage to be struck block 13' O" \� r 8'-0" AFF Flat Ceiling C G!4R14G 3 n OD rn� Block wall in i EMT Q garage to be p struck block CA 6' 4" 13'-0„ EMER ENCY EGRESS F - - - - - - - - - - - - - ---� I I I I I I I I I I I 1 I I I I I I I I I I I I lE1E1 Ell IE ^E V HO TC DT D 100 2,-8„ 9,_0„ 2,_8„ 35'-O" Square Footage Breakdown Total A/C Space = 1,608 sq. ft. Covered Porch Total = 264 sq, ft. Garage = 518 sq. ft. Total Cubic Ft = 12,864 Under Roof Total = 2,sq. ft. STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 10• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 471 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 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. iI_ ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MiNiMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FiLL . ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% 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. 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 TO BE SPREAD iN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: i-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 71- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. IL ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION PLAN 17. ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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. SOi1 conditions assumed to be 250Ci 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 up to 5'-I1" wide. provide (2) filled cells On each Side of o enin s from �'-O" to mil'-I1" and provide (3) filled cells on each side of Openings from 10'-0" and Up Contractor to see plans for any other condition used. Foundation Walls Shall have filled cells at 2,4 o.c. unless otherwise noted ( see section) �. 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 �0, 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. G U5 bar vert. w/ 30" overlap — at each filled cell 10��� �IiJ =E TYPICAL ECTIONS 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill .1. ....Ili 1*�14% x 14"d concrete monolithic footing with (2) #5 bars cont. I� TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x� 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan 9' 10" (2) 45 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #i bars Vert. tied into lintels above Top of Tooter 14" below finished floor pia 7 SCALE 1/2" = 1'-0" Verify house slab L��height in field 1III II IIIF 1- 30 x30 xl6 concrete ,III ' — column footling with (4) lfl EFEFE, L111 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 8301, x 30" x COLUMN FOOTING WITH (4) #5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS 14"W x 14"D F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB e' 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous ("x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE ao CN I I I I I_ 8° PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 1*5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Ad just curb heightrel, based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xC #10/10 WWM on 10 mil Visqueen over 1*5 bar in curb clean compacted termite treated fill 0'-0 1=.F. OL Grade s. _ 11DSEIIc — i t III l i i 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x L" PT wood secured with \ 3/8"dia. x L" anchor bolt at 18" o.c. overhead door track secured to woad jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backf illing and compactlon 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 f rdM d. 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 termlcide In annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart, FL 349% UAAC000032 0 0 15'-3" !A°J UA_Oil 1_1_1_1__J 1 _a_1_1_. IL°Jll°JII I r---- FI — I I Fi I ] 24„ FI I 8'-10 %2 12" 8'-10 %2" 12" 12" x 12" concrete column bl ck filled with concrete and (2) 41 bars vert. tied Into lintels above 0 � T FfA�IddceL�lluroaider I ° gig�de�alaba�ge =_ Rear Porch Slab to p IL be poured separately f LiSI b _J rom ouse a . Thicken footing to ° 24"w x 14"d x 24"L uo m ~N under filled cell E a O E) C I under girder bearing. I ° N�p I FI \ Rear Patio/Slab to FI 1 be flush with bottom of sliding door recess. E. Slope I" I' I I o II C I of H.B. AiC 40) 4" cnncret_e- slah niit_h C)R 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite t II I —� DRYER ASHER 117 10 (7) 1 TERMITE TREATMENT REQUIRED DI �I on I �II I I 4" concrete slab with fibermesh OR 6 x6 3*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill °I L----- — — — — —— r-- ----- bo 3.25" Step 4.75 Step OOi DW I n MICROWAVE i REF. NON —VENT 38" CLEAR OPENING F o O H.B. r ----� ----� i— — — ; — — — — co W.H. 0 3.25" Step I � _ I �# w I I I� I (L � O F5 O Recess for Garage Door I I i 8 L——— — — — — —— O O Recess for arage oor 2'-8" q'-O" I 1-1-1 It � o IN 2'-8" I 61-411 I F5 L— — — — — — — — — J O O Recess for Garage Door 2'-8" 9'-0" 2'-8, Cl 0 0 0 0 ROOF SH- = ETiNG ATTACH- IP NT" DPTAi I. Minimum Nall Size = 8d ring shank (min. 2.8" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank '48 psf Zone 2 -4" 6" 8d ring shank psf Zone 3 �" �{" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Verify with Plan Rebar 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide 45 bar set in pre -cast RCCF- FL 4 N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. - ® h 1 ' - O I � i h d h Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar: Min. 8" Bearing - - - - - - - - - - - - 12"x 12" Column Block Rebar Column to Lirt&l /4ttachm&nt NTS SEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 11*S bar BI continuous in each row. Hook vert. bar over top bar with 48 90' bend bar with a 10" min. lap at top bar. ver angs at un ass — roof pitch at 4:12 unless of erwlse note on this s eat otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting constructiol - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings fi rlor _ to construction for layout and Uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provic Form Board Survey to Truss Company prior to truss constru Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous I A:;, I I I C.f;464-- Z footer steel. CBS WALL ' 4'1' Poured Cor concrete b Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) lod nails into truss Poured Concrete concrete block u Concrete t Manufacture Anchors Per rers Specs '4" Max. 3� O C K 1 N C� DETAIL Mush Mounted shutter Detail )ER STRAPPING TER BEARING POiNT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 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 Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered and 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel " „ 7EI"S #5 bars Lintel Bar Clear ,4 CLEAi2Length Length Span Bars :.. 2'-10" 2'-8" 1'-6" 2. 3 tt none 2'-2" 2,43 none 8F8-OB/IT 8F8-IB/IT 8F8-1B/2T Additional 3'-10" 2'-8" 2,93 none #5 bars = • .. CLEAR;--" ::' 4'-6" 4'--4 3'-2" 2,#3 none One Row of ' H" •�- :•;' '. •" Block Above �: ' 5'-4" 5'-2" 4'-0" 2,43 none -10" 5'-8" 4' none r : ,•; .( Precast Lintel r ,;;.!>�. .� 6'-4" 5'-4" 2,#4 none Additional i i.---- ,i #5 bars ' 7'-6" 1'-O" 6'-2" 2,#5 none BFIL-IBAT 8FI4-1B/2T NOTES: 8'-4" 1'-10" 1'-O" 2,45 none I. min. coverage of steel=1.5" 2, min. bearing required m ea. end=8" ALL reinforcing steel is grade 60. 3- standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL. SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above ff Bottom tt m Size Steel Size Max. Gravitg Load Max. Uplift Load Max. Lateral Load L22 2'-2" 3'-6" 8F8-OB/IT I as 3069 1549 1024 L31 2'-4. X-8" 4'-0" 8F8-OB/IT 1 #5 2541 13L3 1L3 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 L50 5'-0" L'-V 8F8-OBAT I #5 1238 835 121 L60 L'-8" �'-V 8F8-OBAT I 45 1011 i2� 534 L80 8'-0" 9'-4" 8F8-IB/2T 1 #5 2 95 152 591 512 L90 9'-0" 10'-6" 8F8-IB/2T 1 45 2 #5 643 530 401 L90B 9'-0" 10'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" iI'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1344 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 ##5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 10,15 1,10 324 LI40 14'-0" 15'-4" 8FI6-IB/2T ONE 1 #5 2 us 1250 409 259 L160 14 -0" il'-4" 8F8-IB/2T I #5 2 45 300 192 194 LILOB IL'-O" IT-4" 8FI6-IB/2T ONE I #5 2 nS 950 Boo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSi CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip �— Edge t Fascia 12" 2" x 6" Sub -Fascia Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 One row of beam block filled with concrete and (1) 45 bar coat. over 8" precast lintel — filled with concrete and (1) 45 bar cont. Aluminum Drip Edge E Fascia Flash and Counter flash Nail ledger to — gable end truss with (2) 10d nails at each web 12 4� 9, _4„ 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetr into vertical wood framing members 5/8" thick light textured stucco on typical concrete _ block construction �_ #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base �� Step per foundation plan Slope per foundation plan ;IIII; IIII; IIII; IIII;,,111111�111111��111111�1111111��11111���111111���11111��11111����1111���111111��� ���1—��1�1 ill 1111= Aluminum Panel Sizes per manufacturer — See Typical Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details `m .OG3" N v .094, q E m m �m I Stud Detail Stud w/ Die Cast Zinc "Ts Nickel Plated Wing Nut 1/4' nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES » 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over i" x furring strips at IL" o.c. with R4.1 i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R6071.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR "x6" ##10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill s 14" Topical Section at Front Forch Scale 1/2" = I'-O" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment ( 2,4" o.c.) supporting 1810 lbs. uplift A Ma HETA 20 into beam either wet set or in epoxy with (22) 10d nails into truss. Add blocking to truss lea Der detail on this sheet L6 BI LIO B L90B . B I CL o Q O I Qoo J M 0) L90B S _ �e _ ..ti0 ..,:•:w:: BI W Bi L60 12„ DEW o I ink° �c4 ZZ //E�l H x4� en-6 �C- L �� -Lta1m�{.- d) 00 m 0 !o - B 1 L *� = vcu'vZ - -- Q u �0)Or�- ,, �, I cy mix a�v 12 3 ° h BI SLO W o � ao � a,o� 19, �„ U � av�'�� E� O � w �'' v -I" IS'-6" E X to�rwa� >ia��,�+,c I LLI gI k i (� e" �m3E°1vE L . °� a /Z L22 BI , �`N�°�W Q E � w"'O V ULT AREA L- Q a Q �C,= a ,�futo Q� tV N uj O Q a .._. _ 0o W 6 1% E in 12 pL 4 SLOPE — I VZ W D.H j I B l F- W = �I 22" x 54" _ / Attic Access I I with light 0D 8'-O" MAXI I 48 BI N I \ L31 V- 1 \ 1 12 / I 1 I I SLOPE 'F ODD SPACE L22 BI BI L22 w_ B I (x ...) BI Q o U BI BI 81 L90B L60 L90 CV x Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. 'uplift Y w Y Y J y, Provide downspout PANEL „A„ Poles BR Load Wire Description circ# circ# 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 6 Range #G 12.0 kw 50 2 1 g 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 1L Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Ig 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 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 1 Recepts #12 20 I 1 20 1.4 kw #12 25 26 Recepts #12 1 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepta #12 20 1 I 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GPCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GPI 39 40 General Lighting #14 15 I spare 41 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3_ .watts sq. ft.) Small. _,4.ppliance..C.ircult(s) . Range......................................................... Refrigerator ................... I .............................. Microwave ................................................................. Dish Washer ................................................................. Clothes Washer ................................................................. .Clothes..Drger................................................ Water Heater ................................................................. Water Pump ................................................... Garage. Poor.. Op�qne.r ......... .............................. 1135 3 5,205 2 1,500 3,000 I 12,000 1,200 1,500 12,000 1 1,200 1 1,500 1 1,200 1,200 I 11200 1,200 1 5.000 5,000 I 4,500 4,500 1 1,800 1,800 1 8i0 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 a65% 1 10,000 10,000 Calculated Load Watts 30,%4 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical SUMbol Leg&_nd S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Egeball Recessed PB Push Button Switch SS Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Light with Pull Chain (attic) W i Waterproof, ground fault interrupts n ® Floor Duplex Outlet @ Computer Connection Jack cM I Carbon Monoxide Detector 1:J Flood Light UT Thermostat m Electrical Panel © Central Vac g Electrical Meter QS Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack AC c A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light sPicR Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFi protected. L. 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 Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMW2 10. A/C Refriggerant lines that are run thru slabs must be sleeved in FVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullu operative. 13. Contractor shall pay for all fees, permits, tes-ting, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 42/0 Aluminum feed I ''/2" Conduit 2" PVC ( FPL 2" rigid service FPL SEE MAi "J" and E Calculatior for Unit ii A/C disc. 150 AMP MCB PANEL A Bare #L copper wire to #5 cont. rebar in slab =L_=CTi�iCAL_ MIS=fi - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 MECHANICAL LAYOUT Q= THERMOSTAT LOCATION SCALE: 1 / , " = I' - O " t Braden AIIAI j7Braden Tel : _ . ,. - ..'5 COMCdSt. Stuart, FL 314994 #AAC0000 N Install oulet under disc. not shown for clarity ELECTRIC/4L PLAN ' I .I. Nolo,:. Post Light with Photo cell Center Post Light between drivewaus "Z; Cto 03 o a� x oW vZn V� vw E> 0 LL E R Wire For Front Post Light WP GFCI