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HomeMy WebLinkAboutBUILDING PLAN'ale CoTjy Gulf Coast Supply and MFG 5v Crimp Metal roofrng FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 2„ 2,r O.H. .l- 5/8" thick light textured stucco on typical concrete block construction or- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411631.12 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 O (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" 5/8" tllck x 8% cut .H. coral finished stucco bands 3 Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands ELEVATION NOTES. 0-7! CONCEALED F4STENERS OR ATTAvHMENT , Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 ARE THE RESPONSIBILPOFTHP, 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 ,T4�?.n RF.�1R{' (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 ALL MANUFACTURES LABLES SHOWING spaced 6" o.c. at all laps and two staggered rows 12" o in field_ Attach U FACTORS AND SHGC COMPLIANCE deck to trusses using attachment detail on this sheet WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED i i .5E i=i. l\iS A11 i�, L p vPCStD IIOhI 12 ARE SUBJECT TO ANY CORRECTIONS SLOPE 1,4 "OUiRED BY rnIED INSPECTORS THAT ''14AY 817,NECESSARY IDER. TO a;0"9PLY.�riCi�iH :L I LICA 21 CODES, RM .'!-.VNSAS0 4 lW(p I r N o e 0 )-Vfr - O��> F?] L 1 E,1041T 1NIUST DE KEPT O' NO L SOLCTION WILL BZ15J=. O'-O" = Finished Floor - Ov&rhangs 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 f or approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 SLOPE � 2" ..H. thick light textured stucco on typical concrete block construction -------------------------------------------------------- - - - - -- RIGHT ELEVATION SCALE: 1/4" = 1'-0" 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 ExSpTiration Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors / G" c a. x / apcons uu�� miri pen Lpi on at ma ion eat^ corner arc TIP o.c. therearter th^ough T �uck into sord ° I'ec C J wall maintainirg min 2.5" edge distance in atriet adherence to the product approval. + 60 psf - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width 16 -O max height DAB rntell s x uct to concrete blockuit sal r e call With s5 De, "ert. using 3/e' x c' Nau HLC side"@ anchors at 8• o.c. :r .25' am. onhers urth min. 4' edge distance. Instali track to buck 5/k" x 15/8' rill thread lag screws in each bracket mamtainmg .et d 1.5' edge distance - GC to str..tlg adhere to product approval rovide 1/4" ushnut caeher or roller sha$te. 10-9-21 + 50.0/-60.0 psf B FL# 1604.1 Fiberglass Smooth Pro/ Jeld-Wen Elco ✓A" 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 FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors a. x apcona w min. penetration at L max. ion each corner end Il O.C. all double row thereafter through PT Suck into sold fi'.led CMU wall maintaining min 2.5' edge distance in strict adherence to the product a roval. + 4B.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST E' ' ation Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors =or CMU use (2) 1/4" x 2 3/E" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" Iseif tapping screws per clip as shown in product approval. + 118.9 PSF _ ROOF FL# 11651.12 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 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Irstall using 2" x 2" battens at 4" o.c. screwed to soffit framing using : 12x 3"wdia.Xod screws at each rues. Install sofFidtiato baadttens using +55.0/-35.0 PSF Hurricane Panels FI# 16016.2 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 + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Interior Non-Bearin 5/8" thick light textured / \ Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" P lan 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 architect (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" c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 2" O o 5/8" thick x 8"W cut coral finished stucco bands Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION truss bottom cord e _.. _srmesh OR 6"x6" 410/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill F'artIt10r nts \i SCANNED BY ST LUCiE COUNTY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX PI wood nailed at C o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 4 W -11=010 -MI -W IMIUMNIM10=0 SCALE: 1/4" = 1'-0" 399 5/8" thick x 8% cut coral finished stucco bands -0'-4" A.F.F. 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDiNGf CORD AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING 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: 145 mph ultimate Mean Roof Height: II'-0" Roof Pitch:412 Internal Pressure Cow if ent: ± O.I8 J!Hlf- Sub jectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: a'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height. 1.21 x 0.4 = 0.124 ASO design L120PITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.601-+0.61111- Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components il Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: J. +35.8/-38.1 psf ®= Roof Zone 1 Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? `(es Continuous Load Path Provided? EM = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: pal This Building Shall Have the Following: - = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LiVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -16 psf FLOOR DEAD LOAD: 10 psf .Ins 41nnR;-- C)-1;' FLOOR FLAN 1<� CRASH POS- DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to steel 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 b°Its into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2'/," 2'"' 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. !2" ALL Concrete used for vertical filled cells, coat. tie beams etc.. to i� shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix <3/8" ° �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. o 0 2/2' 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 2r," 2r; 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.� -4. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Celling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 I6. Wall and telling finishes shall have a smoke -developed index of not greater than �f50 per FBC R302.9.2 1-1. 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. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C79, C415, C514, C�30, C931 Cff�O C1002 CIO-f1 C11-11 C11718 C12718 C1395 or C139I and shall be installed according to the following: (FBC R102.3.5) ' Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for p installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 11. 12" 13ga 1 3/80Rng with 19/64" head 0.098" diameter x 1 1/4" long ,r annular -ringed or 5d cooler nail OR 2 0.080" did. xx 1 5/8" long with Walls Either 16" 811 16" Direction 15/64" head OR Gypsum board nail 0.086" did. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" l" 12" 13ga 1 5/8" long with 19/64" head OR 0,098" diameter x 1 3/8" long e annular -ringed or 6d cooler nail OR Walls Either 16" 8" 16" 0.092" did. xx 1 1/8" long with Direction 1/4 head OR G psum board nail 0.0915" dia. x '1/8" with 19/64" head. Install SGD 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 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 f Il -11 in therea ter at si per pro uct a�prova 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108,�, A108.1, A118.1, A118.3, A13�.1 and A137.1 20. Cement, fiber -cement of glass mat g psum backers in accordance with ASTM C1288, C1325, OR CII-18 and installe 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 dCC0MpdnQirq smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11691.12 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 underlagment 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) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" sub -Fascia Kagcan full o vent vingl soffit installed using 1/8" dia shank x 1.5" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell 12 PRE-ENGINEERED TRUSSES 4 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) #5 bar coat. in each row. Substitute precast lintel filled with concrete and (1) #5 bar coat. for bottom row over openings 1/2" dr wall over I" x furring strips al 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" 0" proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) 45 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" 410/10 WW1l on 6 mil Visqueen over / clean compacted termite treated fill Grade it iilll� IIIIIII I I � �I II,,.II TYPICAL SECTION I- .. L 14" x 1,4" Concrete footing with (2) #5 bars cont. and 95 transverse bars at 48" o.c. i`v.T.S. Head fixed door sliding door 1 1/2" Bottom Track Sill S llding Door Detail At Masonry UJall NTS AREA CALCULATIONS < 34'-0" Living A/C = 1+4, sq. ft. 12" 8'-6° 9'-6" i4'-o" Front Porch = 141 sq. ft. T2. Rear Porch = 200 sq. ft. ° ° o of oo Eo Garage = 321 sq. f t. - °° EGRESS Total Under Roof= 2108 aq. ft. 2" VTR JIB I I I I 21' VTR Master JIB Bath I I 1 I I 2" Lev. I 2" Lay. I 4" W.C. 3" r 2" V, - gSeeShwr. Kit. Sink Kitchen 2" 2" VTR JIL I I I I I I I I Lay. 4 3" w.c. Bath #2 T. o Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ ypcal Flooring Install SGD 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 Jambs per product approval 1 ,,, k Window Schedule 7 Mark Slze Rou h open. Window Description PRESSURE ZONE I. 4'-5 %" x 5'-3 %8" 54 %" x 63!4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %8" -i5" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 385'a" Single Hung ZONE 4 4. 4'-5 %" x 4'-2 %8" 54 %8' x 54 Y8" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevatlons. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction [Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%4 Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �" x 81 %2" oFcrocew� 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 J 2'-6" X 6'-8" Solid Core - wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated it permit i i- o box on sheet 4I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 All rough opening dimensions to be verified bed contractor with manufacturer s specs prior to corstructlor a 'V install windows thru buck into block with 3/I6" 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 ----\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D c t a l l a t L 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" did. Elco cone 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 71=f V cries #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and M t ail n t 7) nnr prior to door attachment NTS Scale : 1/2" = 1'-0" STRJCTJRAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 9. 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 #I EXPOSURE ="C" 3• POISON SOIL AND COVER W/ 6 MIL. VISO.UEEN 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 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FiLL 12 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 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. I�. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. 16. 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I -I. FCUNEDA710N FL/4N MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I U5 bar vert. at -48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from �'—O" to °I' —II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24' o.c. unless Otherwise noted (see Section) �. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 7. 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-307 Steel- 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ SEE TYPICAL 30" overlap at each filled cell ECTIONS 4" concrete slab with fibermesh OR Cxd" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade M I I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: 1/4" = 1'-0" 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 piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0 14' #5 bar vert. w/ f 1 TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = I'-0" at each filled cell SEE TYPICAL ' ECTIONS concrete slab with fibermesh OR Adjust curb height �"x(" 410/10 WWM on 10 mil Visqueen Over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 611x6" 410/10 WWM on 10 mil Visqueen over #5 bar cons. #5 bar in curb clean compacted termite treated fill Step per : :.: foundation plan Grade •a , ' •. - •� m 10" (2) #5 bars Cont. bottom steel w x 14"d concrete monolithic I14" footing with (2) #5 bars cont. 12" 14" F2 DETAIL AT GARAGE STEPDOW' GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = I'-O" block filled with concrete and (2) 41 bars vert. tied into lintels above J Verify house slab height in field : Top of footer :::4:.^.;,:�....' :�'::'..::.: •'.... ' 16" below finished floor IM " 30"x30"xl6" concrete column footing with (�) „ 2 x 6 PT wood secured with = 45 bars each way 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval 3O" Garage Door Jamb Detail 3 COLUMN FOOTING DETAIL GARAGE DOOR TO UY7{4STAND PRESSURES STATED N7S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT SCALE 1/2" = I' -O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODLL• Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSf See Floor Plan For Location 1:0: ' .wt 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 0, .B. L I� J r_- 3 Filled cell under girder above i0 -00 ZRear Patio/Slab to be poured separate —7 from the house slab. O r— — — — — — — — — — — FI °I II _a I �Ii III I I �I I FI �I °I D� E iq JI I ILOJILJ_y_y_i_JI_�_; _; _ 1lJIlJI I IL r— — — — — — — — — — — ( FI I FI I �4„ I L� I r Thicken footingg to 24"w x 14"d x 24"L l°J I under filled cell FI 0 OE under girder bearing. _ Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" TERMITE TREATMENT REQUIRED H.B. 4" concrete slab with fibermesh OR 6"xi�," 410/I WUJM on 6 mil Visqueen over o 0 clean co patted termite treated fill FI I IE � � I o to I o m I� D I FI 0 i __ I r W—/� I I ®filled w SteelBallardI #I l o� l I I > F5 I QC°o I O V— I I �C 9)tnE } s Fi— r0 — I E O ' I 1 0 0 LO IQ °si I AO N L u0o OO O I I I I ❑ O LU � u o I Q x I —1 o I� N F4 F L----_Recess for 00 Garage Door 00 0 00 F 6'-2" 3'-51, q _O„ 3,_5„ \I2" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above 0 N �U m �LL N FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"0 COLUMN FOOTING WITH (4) 45 BARS EACH WAY `F4 8"W x 81D THICKEN SLAB EDGE WITH 1 #8 BAR CONTINUOUS F5 14 W With x 14 D Curb at Garage TMONOLITHIC FOOTING " WiTH 2 #5 BARS CONTINUOUS - CURB 9 0'-0 t-rovrde u5 bars with min. 48 bar pre -cast Provide #5 bar set in r diameters overlap into beam. Tie lintel into beam where Filled cell steel Into continuous the o calls for it. length of beam block steel. � opening File c09v ROOF S�IIII-I��Tf G ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX Pl wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 M 3 Kew Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank '45 psf Zone 2 41, j " 8d ring shank % psf Zone 3 14" 4 18d ring shank 1 84 psf ** Zone 3a 6" 148 wood screw 1112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 !�, �- Provide Cast -Crete =;r' SU8-OB/07 precast - - - - - - - - - - - - - - lintel set in mortar _ � •: r • ' Min. 8" Bearing - - _ _ _ �' �I__ 7 - - _- CBS WALL oured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. 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. Verlfg with Pla- Concrete N Install Simpson MGT into wall using 12 x 12 Lintel Column Block Into wet beam nand (22) set nails into truss it • 4 Rebar Rebar 48 Bar Dia- Mrn. overlap TRUSS BLOCKiNCI DETAIL Column to Lirt&l /4t t d c i m& n t AT GIRDER STRAPPING AT CENTER BEARING POiNT NTS i/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed B E A �1 SCHEDUL�= wire lath nailed tosubstrate through one layer of 2 ASTM D Type 2 felt paper using ed nails. Substrate to be 19/32' CDC: Plywood nailed at 6" o.c. in field and edges with lOd ring shank nails into studs. Mark Size and [Description Two rows of beam block filled with concrete and 1 #5 bar Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #q x 1.5" BI Continuous in each row. Hook Vert. bar over top bar with wood screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a 10" min. la at to bar. P P (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 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 / Additional Precast Lintel #5 bars Lintel Bar Clear "A" IIB" Length Span Bars Bars CLEARLength vl`.-��_-`-- 2'-10" 2'-8" I'-6" 2,93 none 3'-4" 2'-2" 2,43 none 8F8-OB/IT 8F8-I15/IT 8FB-IB/2T Additional 4'-01, 3'-10" 2'-8" 2,93 more 45 bars '�-.� :..•.. CLEAR 'i ^.:. �:. 41_6., 41_4 3'_2" 2.3 none ne Row of "H" , 5'-4" 5'-2" 4'-O" 2 # 3 none Block Above :;,;`.: ., ..• Precast Lintel 5'-101, 5'-8" 4'-6" 2,44 none r M 6'-6' C-4" 5'-4' 2 #4 none Additional ' #5 bars ,�____y T-O" 6'-2" 2,9S none BFIL-IB/IT SFI6-IB/2T NOTES: 8'-41, 1'-10" 1 7-0" 2,#5 none I. min. coverage of steel=1.5" 2. min. bearing required H ea. end=8" ALL reinforcing s'.eel 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 Bottom Steel Size Top steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" 8F8-OB/IT I #5 3069 1549 1024 L31 2;_e; 4'-0" 8F8-OB/IT I #5 2561 1363 i43 L45 4'-5" 5'-10" 8F8-OB/lT I #5 1105 909 339 L50 5'-0" 4`0 8F8-OB/IT I #5 1238 835 721 L40 4'-8' 'T'-L' 8F6-OB/IT I #5 1011 121 1 534 LBO 8'-O" 9'-4" 8F8-IB/2T 1 #5 2 #5 '752 591 512 L90 9'-O" 10`0 8F8-IB/2T I 1 #5 2 #5 443 530 401 L90B 9'-0' 10'-L" BFI6-6/2T ONE 1 #5 2 1 #5 1533 1183 401 LI00 10'-0" I['-4" 9F8-IB/2T 1 #5 2 #5 582 494 432 LIOOB 10'-O" II'-4" 8FI4-IB/2T ONE 1 #5 2 1 45 1344 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T I 1 #5 2 1 US 411 428 324 L120B 12'-0" 13'-4" 8FI4-IB/2T ONE 1 #5 2 1 #5 10-15 770 324 L140 14'-0" 15'-4" 8FIL-I113/2T ONE 1 #5 2 #5 1250 409 259 LILO IL' -Ow li'-4" 8F8-IB/2T 1 #5 2 #5 300 1 192 194 LILOB IL'-O" I1-4" 8FI4-8/27' ONE I #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WiTH 3000 PS CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INrORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTPESSED. 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 & Fascia 12" 2" x 6" Sub-Faacra Kagcan full o vent vinyl soffit installed using 1/8" dta shank x 15" long gaiv. roofing nails with 3/8" dia, head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied ---- into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND 1.2 F Aluminum Drip Edge ( Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) lOd ils at each web Poured Concrete or concrete block wall Poured Concrete concrete block wall Concrete Anchors Per Manufacturers Specs •ete Anchors Per acturers Specs , 1/1"Max. Flush Mounted Shutter Detal Aiuminum Panel Sizes per manufacturer - Sgg Typical Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details .Oc3" .049" En M P crp Stud Detail Stud w/ Die Cast Zinc Nickel Plated Wing Nut 114, 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 N78 PRE-ENGiNEERED WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings bg manufacturer ) J'' LJ\R-30 blown fiberglass 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood in bottom chord of trusses framing with nails or staples to provide no less than 1-3/4" penetration into I/2" drywall with smooth finish horizontal wood framing and embe penetration into vertical wood framing members Two rows of beam block filled with concrete and (1) #6 bar Cont. In each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings S/8" thick light textured 1/2" dr wall over 1" x furrin gg strips 16" R4.1 PI-foll stucco on typical concrete block construction at o.c. with insulation on typical 8„ Block walls Varies -see plan =_ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. #S bar vert. w/ Jco Mortar to be Type "M" onl proportioned oer FBC R601.1 and Mortar 30" overlap joints shall comp�y with FBC R601.2.1. Provide Dur-O-Rock at each filled cell at all Let areas (ex. showers, tubs etc...) O N d z O rn N 4J +� Q `o D_ LU L Q.' U N o 00 E _ — (J) uN Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 15/8" dia. threaded rod with min 12" embedment ( 24" O.C.) subbortlna Max- into beam either wet set or in eooxu with L tff l..i� LH u-I I ly l ( u7 11— `.:.'. L B 17 B I L31 r,' Gulf Coast Supplig and MFG 5 Crimp Metal roofing FL #11651.12 woo screws with self sealing UJI (type 2) 30 lb felt underlaym I a s fastened with corrosion re Sher at 12" O.C. max spacing over ASTM D t installed with min. 4' side laps and 6" end stant tin ca s and with 1.25" ring shank nails deck to trusses using attachme t detai on this sheet 7 - - -- BI O 1 Q Attic Access with light 1 L — — — — —J SLOPS 1-4 T (U �' Td I B,-O" MAX. I I I I I T TI I z I I I I 1 I I I ao I 77 B I L31 I I BI I B1 I I I I I I I I B 1 L45 1 BI BI L40B BI trus lax. � N - O MIh �- BI LLO B1 Lso onE hurrlca anc ( c.) 1810 T r a uppo bs, u 2 eac ting liiff i L100 Fill cell with concrete and O O x Rear Patio/Slab to (U #5 bar Vert. ltypicaU. be flush with bottom of Max. spacing shall not exceed F L J"/'\� N N N � X Q N � i a � Q U E C: 00 _ — cy � `N l•- :3 ulC Brace Gable end with 2" x 4" SYP #2 min_ —eft back nailed to bottom of top chords using (2) IOd nails at each truss sliding door recess. Wood 48" unless otherwise noted Top of foBase 16" below finished floor spacing at openings see foundation plan notes for OVERHANGS AT 1`0" UNLESS OTHERWISE NOTED ON THiS SHEET Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET = 6"x6°' an coin wwM on 6 mil treatedVisqueen over TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURE v � Slope per foundation plan 'r clean compacted termite treated fill T — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHiTECT FOR APPROVAL iN UJRiTING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY I II TRUSS MANUFACTURER =:. I „ I i li - — ARCHITECT TO REVIEW TRUSS SHOP :. r �.: IIII �' 14" FI DRAUJiNGS PRiOR IIII IIII IIII. "' F3 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Topical Section at Front fi or — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : I/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PA Date Drawn Revisions 1 l.Uy�nne Building Corp. sheet Comm � Architects - Planners 4-12-11 411 S.E. Coconut Avenue GARAGE Drawn bg: Tel : (112) 281-8258 7he Griatild C G� �' l t On RIGHT Fax : (772) 28�7-8283 Spanish La C.C.U. 12 - 2 1 E mail: bradenaia comcast.net Sp Lucie Lakes Count( Florida Checked bcg: Stuart, FL 34994 #AAC000032 D.R.B. 0F 5 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 L Range #6 12.0 kw 50 2 7 8 1 20 1.8 kw #12 Pump 9 10 Dr er #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 412 1.2 kw 20 1 I 120 1 1.5 kw #12 Kitchen S.A.C. 1-1 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 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 412 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 I 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFi #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) .............. Small„Appliance Circult(s)„ „ , , , , , , , , , , , , , , , , , , , , , , , , , , Rang.e......................................................... Refrigerator Microwave Dish Washer ..................................... I ....... I................... ,Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,„,„.................... .Clothes..Dryer................................................ Water Heater Water Pump ................................................... Caarage Door Opener 1135 3 5,205 21,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 11,200 1,200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 3-,'415 First 10000 Watts 5100% 1 10.000 10,000 Remainder 21,415 '5140% 1 O 10,966 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical Sgmbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Fe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light ==E) Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack F-cm7I Carbon Monoxide Detector Flood Light Thermostat ® Electrical Panel © Central Vac Electrical Meter ® Smoke Detector Ceiling fan Television Jack Telephone Jack ACD,sc A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up intercom = JUNCTION BOX TO SUPPORT A FAN = 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. S. ALL bath and kitchen receptacles to be GFi protected. 6. ALL exterior outlets to be WF/GFi protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCi receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. q. A/C Return Air Balance Must comply w/ FBC RM1602 10_ A/C Refricierant, lines that are run thru slabs must be sleeved in PVC 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 fully operative. 13. Contractor shall pay for all fees, permits, testing, 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 year from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without addition%-) charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B. Vent thru_-- Soffit �';4 NICAL L /4YOU- SCALE: I/9" = I'- O" 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, 19. The electrical system shall be completely and effectively grounded as required bg 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. 42/0 Aluminum feed 1 '/z' Conduit -__ TE 2" PVC ( FPL 2" rigid service FPL A/C disc. 150 MCB PANEL 17 FAH $are #6 copper wire o * cont. rebar in slab _-_ Vent _tlsru Soffit 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. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ELECTPLAN Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P GFCI install oulet under disc_ t shown for clarity SCALE: 1/4" = 1'-0" Attic Vertirg Calculations PBC 2309,7 Total Attic Space = 2124 sq. ft. Venting ratio VISO = 1�.1� sq. ft_ required Provide A Continuous Vented Soffit 23, All raceways and plpes placed in or through any concrete ^i Braden It Braden AIA, PA W n n e B 1 d Corp. Date Drawn slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. Architects - Planners g ui i n g 4-12-11 `�'-1" 411 S.E. Coconut Avenue B The Grand Carlton GARAGE R Drawn big: 24. All exposed were below shall be installed 1n metal EMT Tel : (112) 287-8258 0 C.C.U. _ Spanish Lakes conduit. Fax : (712) 28�7-8283 E-mail: bradenala comeast.net Checked b g. 25. Dryer Vents to be installed per FBC RM1502 Stuart. FL 34994 #AAC000032 St. Lucie County Florida D.R_B. Revisions : Sheet E -' OF 5 Comm 4 2-27