Loading...
HomeMy WebLinkAboutBUILDING PLANFile Copy 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered, rows 12" o.c. in field. Attach Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 C o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12" 5/8" thick light textured stucco on typical concrete block construction - - - - - - - - - - - - - - - -/7---' 12„ .H. .H. 01 Finish Columns with 5/8" thick cut coral finished stucco bands M W 12" 5/8" thick x 8"W cut coral finished stucco bands RIGHT ELEVATION SCALE: I/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 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 \ 12 4 1 SLOPE vi v 6111t.n k.u6 t.vi ui 5uuLL0 oil L.9pic;ai cunC;T-C lLtf finished stucco bands block construction ELEVATION NOTES: - Overhangs at 1'-O" unless otherwise noted on Roof - Roof pitch at -4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction ----------------------------------------------------------- LE=7 ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 1/'mdows & Skylights Opening NOA/FL Product Model Manufacturer Glass Attachment method EX ,TESTration Design Pressure Type NUMBER Date of Approved Tests 1,2,3 MI Windows L i x tlpcons u� mini penQSLanon at mac ion each corner and L o.c. thereafter through PT Buck into solid FLU 11499-2 Single Hung Series 185 and doors filled CMU wall maintaining min 2.5" edge distance in strict adherence + ( O sf - p to the product approval A 16-0330.02 Overhead Model 824/811 9'-4" max. width DAB n z Buckto concrete blockwith callwith a :5 bar vert. wing3/8' x c' Hiltr HLC sleeve anchors at e' o.c. ith IM' dia. washers mth wit 4' ed a distance. Install track to buck 10-9-21 'h 5Q•Q/`60.0 psf Garage Door �- " 16 O max height ng (I) 5/16' x 15/r full thread lag screws m each bracket maintaining wrt of IS" edge dwtanc. - GC to strictig adhere to product approval rovde 1/L' t wesirr an railer shafts. Elco 1/4' dia. tapcon with min 1.25" embedment at 3" max B FL# 16614.1 Fiberglass Smooth ProDesn / Jeld-Wen from corners end 11.5' o.c. max. thereafter in head and jambs. + 50.0 PSF C Sliding Glass Mt Windows L dia. x apcons w min. ppenetration at 1, max. roe each corner and 11o.c. all double row thereefter through PT Buck filled CMU min 2.5' edge distance linadherenceWictadherence + 48.2 PSF FLU 15332.2 Door Series 420 and doors into solid wall maintaining to the product approval. Product NOA/FL Model # Manufacturer Attachment Method Ea SpiTration Design Pressure NUMBER Date of Approved Tests For CMU use (2) '/4' x 2 3/4" tapcons with min 1 1/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FL# 11651.12 5V Crimp Gulf Coast Supply 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 &Dating over ASTM D Metal Roofrn g and manufacturing Itgpe 2) 30 lb felt underlayment installed with min. 4 side laps and L" end I" fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF =ea L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach detail deck to trusses using attachment on roof plan Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Kaycan Install using 2" x 2" battens at 4" o.c. screwed to soffit framing using 1*8 x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF yin I Soffit y 0.12' dia. x 1.5' long rira sank nails with /8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 150-16.2 Storm Panels Products LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = 1'-0" Interior Non-Bearin MEM 12" i_H 5/8" thick x 8"w cut coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" i, lan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" architect 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 12 4 1 SLOPE �I I� ICO ICI -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION truss bottom cord O.C. e srmesh OR CxC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition nts TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENT kRE THE RESPONSIBILITY OF THE C NTPACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED „SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AMY Br-, IN ORDER TO.-*,` C0 APLY 14 H `w LL wL,ICAaq% CODES.' /8" thick x 8"w cut )ral finished stucco bands ST.I TC-: DA',FT PL -N'S A -ND PFERIZIT -MUS E KEPI GN 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plg wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP 4ND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTiNG INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE I-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean ROOF Height: II'-O" Roof Pitch: 4:12 Internal Pressure Comae ` if c ent: ± O.I8 Subjectabilitg to damage from. Weathering: Negligible Termites: Verna Heav4 Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.�2L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.tWL; 0.6DL+O.4L]L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.G/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 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 Detai s Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi. Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH- NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LiVE LOAD: -A-S psf FI-0n;? ' PAD LOAD: 10 psf JOB ADDRESS- HIP R Ot< 2-12 TO L:I PITCH 0 = Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 File Copy 'FLOOD FLAN � CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions p steel prior to ste high by 4" diameter el crash post. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have s1a (3/8"t 5o ksI steel plate) a minimum 1,,400 P.S.I. fiber stress. 6 4 N d l lar metals to touch S. o Issim ALL Concrete used for slabs shall be min. 2,500 PSI concrete. - 0 %_" %' ALL Concrete used for vertical filled cells, tort. tie beams etc.. to ° shall be 3,000 fi .S.I. concrete and/or -4,000 fi .S.I. grout mix '13/8', 2 �. Drywall at ceilings shall be leveled and attached to bottom chord v of trusses with screws per FBC R102.3.5. ° 0 2/z 1. ALL wood in contact With concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dlmersions. mil. 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for 2%2' 2 handicap accessibility requirements. /2° 2 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.( I-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater l5. Wall and Ceilirg shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I�. 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 I" x 6" P.T. Buck nailed to Masonry Beam flux not less than 0.12 Watt per square centimeter. Exposed foam plastic Insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R31� - see permit info box of code edition :. 18. G psum board material shall conform to ASTM C3, , C79, C-f1S, C514, C> 30, C`131 C139� be C4�0, C1002, C1047,C1177, CII18, C1218, C1395, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Hail sizingoptions for p installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" -1" 1211 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 141,all 141.0.080" dia. xx 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" l3ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail B„OR -1/8" Walls Either 16" 8" W, 0.092" dia. xx 1 long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into p 0 I o block with 3/1C tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/1C 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13LI 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 accompaneyirg smoke developed Index not to exceed 450 when tested in accorda-ce with ASTM E 8,4, insulation shall comply with F.B.C. R31b. 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 underlagment 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 sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge i Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell TYPICAL 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "' \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar coat. in each row. Substitute precast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings 1/2" dr wall over I" x furring „ strips at 16 o.c. with R4.1 Pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTI codes. oo Mortar to be Type "M" only proportioned per FBC R607.1 and Mortar Jonts shall comply with FBC Rb01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) its 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"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill K11 I I I 11-1111 11 IIIIIII IIII IIII II - lilt �14" SECTION I- 14" x 14" Corcrete footing with (2) #5 bars cont. and #5 transverse bo- s at 48" o.c. N.T.S. Head fixed door sliding door S llding Door Detail At Masonry gall NTS AREA CALCULATiONS < Living A/C = 1446 sq. ft. 14'-0' 9'-6" 12" 8'-6" 12„ Front Porch = 141 sq, ft. 2- R ear Porch = 200 sq. ft, o0 00 0 0 00 ° EGRESS -_ Garage = 321 sq. ft. o Total Under Roof- 2108 sq. ft. 2" VTR JiL 1 I I 21' VTR Master Bath I I I 2. I Lay. I 2• I Lev. I 4' 1 2" VTR W.C. I JIL 3' I I I I 2" 3' 1 Shur. Kit. Sink I Kitchen 2 I I I Lay. 3' W.C. Bath #2 Shwr. 3" C.O. To Septic FLUMBiNG RiSER In X 6" P t ta-. -1-A *_ block wii prior to Masonry Wall ypical Flooring Install SGD thru buck block with 3/1C tap- 1 1/2" penetration at from each corner and thereafter at Jamb8 pci Ni vuut.t. uppi Vv ul Jamb ujlrdoui sch&dUle Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5 %8" x 5'-3 %8" 54 %s" x 63%4" Single Hung ZONE 4 2, 1 6'-2%"x 5'-3 1/8" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21 Y2" x 38 %" Single Hung ZONE 4 4. 4'-5%"x 4'-2 %s" 54%"x 54 %" Single Hung ZONE 4 ALL Llindows to be aluminum windows w/ tint and 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 by contractor with manufacturers specs prior to construction Door Sahedule Hark Size Rough Openin Door Description PRESSURE ZONE A 9,-Ott X i'-011 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%,, Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, i4" x 81 %2" of race;t°"' Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall \ /Varies Buck to be I" x 4" PT x4" P.T. Buck nailed to ___--"lock with case hardened nails D e t a 11 at uJ i n d OW S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall cries #B Wood screws thru jamb into buck at each hinge and 15" o.c. max and r� t a i l a t ri nnr• prior to door attachment NTS I I I I 1�.i I--,\ �-_ `J ,- `i I I t_01 I `l C,.-ale : 1/2" = 1'-0" Scale : I/2" _ _O" 1 �� _ E-mail: bradenaiao'comcast.net I -. i._. _. _ -^ _- - ri i i I-- --- -�- . STRUCTUR,4L MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL q. BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 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) = 41 PSF BE 3000 PSI OR 4,000 PSi GROUT MiX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3• POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, 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: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. �• 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. 16. 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 FOLIIIIIIIINED/4TIC'N PLC I�• 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. Soil conditions assumed to be 2S00 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.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" 0.c. max. Provide (1) filled cell on each side of openings Upp to 5' - I1"" wide. Provide (2) filled cells On each side of openings from � -O to of -II and Provide (3) filled cells on each side f openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation Walls Shall have filled cells at 2� 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 Boll test to architect for review prior to construction S. ALL Reinforcing steel shall be grade �0, meeting AST�'l A-1> and A-3S Specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and !T �LL 1-1/2'" concrete protection at beams for ALL heinforcing bars. 45 bar Vert. w/ 30" overlap SEE TYPICAL at each Filled cell ,SECTIONS 4" concrete slab with f ibe^mesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade ttl _ 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 3 14" TYPICAL FOOTING DETAIL _/ SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coot. Step per Foundation plan (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor .71 _ 11C . SCALE 1/2" = 1' -0" SCALE: 1/4" = I'—O" 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 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 plpin penetrating concrete slab on grade floors shall not L of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous 6"xC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE mL= — I Ili 8„ PORCH SLAB EDGE DETAIL \___J SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell EE TYPICAL r4,_i ECTiONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6 x6 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" s F.F. Grade LI I i I 1 1 1 i, 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f S GARAGE CURB DETAIL SCALE 1/2" = I'-O" Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PS1 See Floor Plan For Location rs 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 OO 00 O CO 00 _ _ -1 _1 _1 _1- _1-1_11 - 1P or-- ��—� F4 F� F� �I = Filled cell under 0 1 FI I O girder above i 24" x C9 i o Rear Patio/Slab r O_ r J to be poured separate from the house slab. o� m 1 Thicken footing to 24"w x 14"d x 24"_ FI under filled cell (� a under girder bearing. LECE1 In-4 O ° I lEl0I I I I 11D0 — — — — — — — — — — — — - 0 v 1 Rear Patio/Slab to be flush with bottom of M'a -a U I sliding door recess. i I—N I Slope 1/2" I F_ 0I II- I IF - IF I� 0 I FI 0 ° 32'_8„ 1 H.B. 4" concrete slab with fiber esh OR I O 0 ° 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill 0 IC of - - o I � I'p I I ° O I p H.B. o 001 o A/C r W.H. y #I I 4"0 Steel Ballard I FI Filled w/ Concrete 0 F5 o= I 1 o p 0 I■ C I O I i< I E fX10 v >1 1 I � � � E1 1 l o -) E I L-- I 4-) s+ 10v -n OOP Q3 I° O u u O y °T- IF5 #� I O O i O OO 0 1 �Xu L Recess for — — — — J �n inn Garage Door nn 7 Double Filled Cell Column :7R NTS 2" x 6" 3/8"dia. PT wood secured x 6" anchor bolt with at 18" o.c. Braden t Braden Al FA overhead door track secured to wood jamb per manufacturer's product approval , Architects — Planners 41-7 S.E. Coconut Avenue Garage Door Jamb Detall Tel : (112) 281-8258 B GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S Fax : (112) 281-8283 IN PERMIT INFO BOX ON SHEET sal. SEE PRODUCT E-mail: bradenai0comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MOD11 Stuart. FL 34996 #AAC000032 3,_5„ WQnne Building Corp. The Grdrd Cdrlton Spanish Lakes St. Lucie County Florida 9,_0„ 3,_5„ o F4 r— — F4 I O o �q F F 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above FOOTINGS SC1- EDULE 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) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WiTH (4) 45 BARS EACH WAY `F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 3*5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn Revisions Sheet 5 Comm # -9-11 GARAGE Drawn by: LEFT C.C.U. :3, 12-2� Checked by: ID. R-B- OF 5 TFfle Copy Keg Area Edge Field Fastener Pressure Zone 1 �" 6" 8d ring shank �5 psf Zone 2 �" �" 8d tin shank 16 psf Zone 3 �{" " ring shank 8'� psf Zone 3a ��,4,% wood screw 112.5 psf Concrete / Lintel Column to Verify with Plan 12"x 12" Column Block v#-I � Rebar Rebar 48 Bar Dia. Min- Overlap L /4 ttac�m&nt BEA � SCHEDULE .Mark Size and Description Two rows of beam block filled with concrete and I 45 bar BI continuous in each row. Hook vert. bar over top bar with 45 90° bend bar with a 10" min. lap at top bar. J Provide #5 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap Into beam. Tie lintel Into beam where length of filled Bell steel Into continuous the opening calls for it. beam block steel ,-, , 6 + Provide Cast -Crete =�� � �-•,���-'� �.�•--r: � � -� BUS-OB/OT precast lintel set in mortar .°� .•_ •.:; _..� •� - i Min. 8" Bearing99' _ -._.- C85 FALL oured Filled Cell Provide #5 bars with min- 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. Scale: I/2" = I'-O" 12 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" dra. threaded rod set min. 12" into wet beam and (22) IOd nails into truss STRAPPING 3LOCK(NG DETAIL )ER TER 8E,4R1>\1G POINT 1vTs n 1/8" thick light textured stucco installed per ASTM C 921. over ASTM D type 2 paper backed wire lath Walled to substrate through one layer of ASTM D Type 2 felt paper using Sd nails. Substrate to be 19/32' COX Plywood Walled at L" o.c. In field and edges W!th IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIb51.12 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 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 A5 s Additional Precast Lintel #:ry Lintel Bar Clear "A" - CLEAR Length Length Span Bars Bars r lull 'r + + 2'-10" 2'-8" 2'-2" 2,#3 none eFe-OBAT eFe-IBAT BPS-IB/2T Additional 2'-8" 2,#3 none #5 bars 3'-2" 2,1*3 none One Row of "H" Block Above 5,_2" 4'-0" 2,93 none 6. Precast Lintel r .. • 9 +ti, Additional 2.#4 none + r r #5 bars —0" 6'-2" 2,#5 none BFI4-1BAT BFIL-IB/2T NOTss: 1'-10" 7'-0" 2,115 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 ALIb TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Door Urnt Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " �� Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max_ Lateral Load (PLF) L22 2'-2" 3'-L" 8F8-OB/IT I #5 3069 I569 1024 L31 2'-6" 2'—B" 4'-0" eFe-OB/IT I #5 2561 1343 763 L45 4'-5" 5'-10" eFe-OB/IT I #5 1105 909 339 L50 5'-0" L'-L" 8F8-OB/IT I #5 1238 835 121 LLD L'-e" 'I'-L" 8F8-OB/IT I #5 1011 72-1 534 L80 B'-O' 9'-4" BPS-IB/2T I #5 2 #5 752 591 512 L90 9'-0" 10'-L" 8F8-8/2T 1 #5 2 #5 L43 530 401 1-90B 9'-0" 10'-L" BFIL-1B/2T ONE 1 #5 2 45 1533 1183 401 1_I00 10'-0" II'-4" 8F8-IB/2T - I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" eF1L-6/2T ON I #5 2 #5 13LL 1028 452 LI20 12'-0" 13'-4" 8F8-8/2T --- - --- 1 #5 2 #5 4-11 428 324 L120B 12'-0" 13'-4" eFIL-IB/2T vlv;= 1 #5 2 45 1015 710 324 L140 14'-0" 15'-4" BFiL-IB/2T ONE I #5 2 #5 1250 609 259 LILO IL'-O" IT-4" 8F8-18/2T I #5 2 #5 300 192 194 LILOB IC -Ow I-l'-4" BFIL-IB/2T ONE 1 #5 2 #5 950 500 194 - 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, /-~ND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER I-4'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 I/2" Halls - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip �— Edge t Fascia 12" 2" x 6" Sub -Faso Kaycan full o vent vingl soffit installed using 1/e" die shank x 15" long gale. roofing nails with 3/8" die. head per product approval —see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #7 beta vert. tied' -- Into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of f ooter 'b" below finished floor Aluminum Drip Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) rod lis at each web I/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with Halls or staples to provide no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. cc Step per foundation plan a Slope per Foundation plan Poured Concrete or concrete block wall Poured Concrete concrete block L Concrete / Manufacture Co Crete Anchors Per Ma ufacturers Specs / I/4"Max. n I n I � I I I 1 i,• r, � I 2 I/T I I I I I o I 1 s I � I v I � I c I I 0. I x I I I I I I I I I I � h Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tyorcal Stud Detail 1 /8" x 3/32" Wing Nut w/ appropriate washer and spacing `m per manufacturer's Deterls '- .043" a u w .099" 'c E a n M w ro I Stud Detail Stud w/ Die Cast Zinc ryTs Nickel Plated Wing Nut ntS Brace Gable end with 2" x 4" SYP 42 8ft back Walled to bottom of top chords using (2) IOd nails at each truss PRE- ENGINE ERsED WOOD TRUSSES � 5 24"o.c. TYPICAL ( shop drawings by manufacturer ) A/C u) � X N � vim,+, I� a di � o Ems_ 00 O Lf) L� Flus 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 1/2" drywall with smooth Finish Two rows of beam block filled with concrete and (l) 45 bar Cont. in each row- Substitute precast lintel filled with concrete and (i) #5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furrrn yy stir s ai 16,� o.c. with � p h R�f.l g r-f oil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R60I_I and Mortar joints shall comply with FBC R607.2_I. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Ell a z O � N 0 m o u v N aced 9" ux. at & laps arid tWu sta guieu luwb !2'* o.c. in fii-Id. Attact__ V IBI HET Strap truss to wall 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 1/2" drywall with smooth Finish Two rows of beam block filled with concrete and (l) 45 bar Cont. in each row- Substitute precast lintel filled with concrete and (i) #5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furrrn yy stir s ai 16,� o.c. with � p h R�f.l g r-f oil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R60I_I and Mortar joints shall comply with FBC R607.2_I. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Ell a z O � N 0 m o u v N aced 9" ux. at & laps arid tWu sta guieu luwb !2'* o.c. in fii-Id. Attact__ V IBI HET Strap truss to wall using Simpson MGT with Simpson HET,4 20 5/8' dla. threaded rod with min 12°' embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet naps Into per detail set or In epoxy with truss. Add blocking to on this sheet i 24" O.C.) HETA 20 1810 supporting Max. Ibs. uplift LLO BI L90 B1 L90 BI O i o, � B I L90 +KLLO � 12 �3 L45 12 I cn U � 2 LOP .4 co B1 v J � E a] U� 8 L45 Im 1.L1~-p �-- Gulf Coast Su I ---- Car_-- ----- and MFG 5v Crlm Metal roofing FL 411651.12 O woo screws with s Q if sealing washer at 12" o.c. max spacing over ASTM D Fill cell with concrete and F-, O O F � J` (1) #5 bar vert- (typical). /G.� Max. spacing shall not exceed 48" unless otherwise noted Base see foundation plan notes for 1� I - OVERHANGS I AT li-Oil UNLESS OTHERJJISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with frbermesh OR - ROOF PITCH AT �:12 UNLESS OTHEi�I�'��SE NOTED ON THIS SHEET b"xb" #10/1I. 0 WWM on mil Visqueen over - Tfi�U55 SHOfi� Di�AUJII�GS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANrES TO THIS PLAN1 SHALL BE SUBMITTED TO THE = 11=III—III-1 - I I I I=1111=1111—I I I I —I I I I = I' `' 1=1111-1111=111 �= l l l i � 1111=1111=1111=1111 .1111=iii i=iii i—i i i —i i i i � � �'- 11=1111=11 Typical Section at Front Porch Braden &Braden A1,4, PA Architects —Planners 411 S.E. Coconut Avenue Tel (172) 281-8258 Fax (112) 281-8283 E—mail: bradenaiagcomcast.net Stuart. FL 34996 #AAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOW DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMFANY PRIOR TO TRUSS CONSTRUCTION Wunne Building rp. Date Drawn : Revisions : Sheet Comm # S-q-I1 The G rand Carlton G�EFT E Drawn by: 1—C.U.- 12 2� Spanish Lakes Checked by: St. Lucie Countg Florida D-R_B_ OF 5 Y lle u®pY PANEL '"A" Poles BR Load Wire Description circ# eirc# Descr+ption 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 R le #6 12.0 kw 50 2 8 1 20 1.8 kw 412 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 16 Refrigerator #12 1.2 kw 20 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 20 I 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 20 1.4 kw 412 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 912 General Lighting 31 32 Recepts 412 20 I 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 20 412 Smoke Detectors 3l 38 General Lighting #12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting 412 20 1 spare 41 42..l spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lr htln (3 watts s ft) .......... g....9............... ............................ Small, _,4,pplian,ce, C,ircuit(s)................................. .Rang......................................................... Refri erator Microwave .......................................................... Dish Washer Clothes, .Washer ............................................ . . Clothes, .Dryer ........................ ........................ Water Heater Water .Pump ................................................ . ....... . Gara a Door O ener 5...........p..................I.......................... 1-135 3 5,205 2 1,500 3,00 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 I 1,200 1,200 I 1,200 1,200 1 5,000 5,000 1 4,500 4,500 I I,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,96L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps EjeCtriCal mbol Legerd S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light � P. Fc Waterproof ground fault circuit Light with Pull Chain (attic) Computer Connection Jack ® Floor Duplex Outlet © Fc-m-1 Carbon Monoxide Detector �2 Flood Light ® Thermostat lei Electrical Panel ® Central Vac rc-:� Electrical Meter O5 Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack AC DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AiR Electric Notes: I. Use copper wire onleg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrica'. service and provider. 4. ALL paddle fans shall be on a rheostat. S. 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 NFFA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refri erant lines that are run thr: slabs must be sleeved in 4 V C ll. 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 full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where-equired. 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. IL Contractor shall guarantee all materials al-d 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 repalr of any other phase of installation that may have been damaged. H.B. Vent_tlhru ___ Soffit A/C IL3 CFM IOXIOX6 MASTER BEDROOM 143 CFM IOxIox6 B/Ax9 a\ 1 ° 12xl2x9 B/A CLOSE CFM wn ° 8 x4 x4 BGX I I 8x4x4 3 CFM e ° iou IN L - - - - 153 CFM ^. 12xl2xi ex4x-4 Meter � 150 Amp Panel r_ - -r0 W.H. 22" x 54"- Attic Access with light -- - - -� GARAGE r----------------- i I I I I I I I 1 I i I 1 I I I I I i I I I I I i PATIO/SLAB I I GR IAT RO M I I I Center Registers CFM 169 CFM on ceilingfan IOXIOx� I IOXIOXI 1211 DINING ROOM ( 7R`A1 Lqe7r20; T 20K20 T I I I I I jj i16" O 14�1 I - l6" j '�-''HANI�A� LAYGUT SCALE: I/4" 7. 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. '8. 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. 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 servlce. 2�. All exposed wire below 9`1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 232 CFM 12xt.xi SECOND 3CM � �\ BEDROOM I \ j 12xl2x8 `'� B/A COVERED PORCH _H- Vent thru Soffit A/C disc. ISO 42/0 Aluminum feed MCB 1 '/z" Conduit PANEL WM TE _�il 2AH 2" PVC ( FPL)-� id service FPL Bare #6 copper wire 2" rigid to #5 cont. rebar 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 Braden It Braden AiA, PA Architects - Planners ,r 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comca5t.net Stuart, FL 34994 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wF GF Install owlet under disc. not shown I clarity ELEC7RIC/4L PLAN PATiO/SLAB H.B. Exhaust Duct -Thru Soffit E Wire For Front Post Light SCALE: 1/4" = 1'-0" Attic Ventln Calculations FBC 2309.1 Total Attic Space = 212,4 sq, ft, \/enting Ratio VISO = 1,4.1� sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. T�& Grard Carlton Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn Revisions Sheet Comm 4 5-9-11 GARAGE Drawn by: j LEFT C.0 U. F. I 12-2� Checked by: D.R-S- OF 5