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HomeMy WebLinkAboutBuilding PlanGulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165IJ2 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 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE block construction Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATiON RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 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 tl/ r5 LnICK IignL LeXLUrea stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, lfindows & Skylights Opening Type NOA/FL NUMBER Product Model $ Manufacturer Glass Attachment method STiration DaTie Design Pressure of Approved Tests 1r2.3 d4 FLU 11499.2 Single Hung Serves I85 MI Windows and doors x rpcone W mi �. e�"�tT tBuck unto mso�d am eat corner end G o.c. t eras ter throw filled CMU wall maintaining min 2.5" edge dwtance in strict adherence to the rodact a royal. + 6� psf p A 16-0330.02 Overhead Garage Door g Model 824/ell 9'-4' me X width 16'-o" max height g DAB ... z ue to eanCNq ae With I I e n a Il s5 bar ve t. na 3/9• x V HMI HLC Sleeve anchor, at a' o.c. h "" e. , e h ma 4' distance. Install track to buck owing ro 5/°k x 11/0 full thread kp w,.w m esch bracket mamlamnp ravide "dwhnui" uas""�"lisr an 'Mar "short. adhere to Product aPPreval 10-9-21 50.0/-60.0 sf + p $ FLU 16614.1 Fiberglass Deer n Pro/ smooth Pro Jeld-Wen Elco 1/4" ilia. tapcon with min 1.25" embedment at 3' max from corners and 1-1.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass g Door Series 420 Mi Windows and doors x apeone ei Denet eeion at max am each corner and l' o.c. el OOWIe row thereafter throng PT Buck into solid filled CMU well maintaining min 2.5' edge distance in strict adherence to the product ap ravel + 48.2 PSF Product NOA/FL NUMBER Model N Manufacturer Attachment Method JEST- Expiration Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 114" x 2 3/4" topcons with min I I/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" MY tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11651.12 SV Crimp p Metal Roofing g Gulf Coast Supply and manufacturing 2L ga. Sv trimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max s acing over ASTM D gP 9 R P (t a 2) 30 Ib felt underna want metalled with min. 4 aide laps and T end laps fastened with corrosion resistant tin caps and with 1.29' ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach eck 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 Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screwsnails0,12" dia, x 1.5" Iona ring shank e at each trussInstall soffit to battens 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" dra.-20 x 1.5" long 55 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 ) Gulf Coast Supply and MFG 5v Crimp Metal f oofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" ac. 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 1.26" ring shank nails spaced C 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 SLOPE 12" 5/8" thick light textured 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction 12 4 1 SLOPE 12"1 I.:. 5/8" thick x 8"w cut / coral finished stucco bands 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board � 11 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 4 mil Vlsqueen over clean compacted termite treated fill Interior Non-Bedring Partition nts Braden lt Braden AIA, PEA Wynne Building Corp. Architects - Planners IIIIII S.E. Coconut Avenue THE UJ I N D S C Teell (112) 287-8258 T� Fax : (172) 281-8283 Spanish Lakes E-mail: bradenaia8 comcast. net St. Lucie Count Florida �+IIAr•+ GI 'AAQQ/_ ttAAt`nnnn'21) y TERMITE TR8ATMEN7 BEQUIRED I"t, In „h.l, t nnrl!T"s'^I i 1 W 12" COVERED /L1''5'1b61U(?AL--C)b1>t PORCH J �(l 0'-O" = Finished Floor REAR ELEVATION SCALE: 1/4" = 1'-0" 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 1.26" 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 \ 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 Plywood nailed at 6" c.c. in field and edges with IOd ring shank galvanized nails into truss webbing. IM iQ) InI iIC071' ICI ImI' FRONT ELEVATiON SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Ah Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: Il�'__-quRoof Pitch., 4:12 Internal Pressure Coefficient: +o-le F1 Subjectability to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C TF orri-M Adjustment factor for Exposure Height. 1.21 x 0.6 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: 0.6DL+0.61DL Components t Cladding in Pressure (NET) Roof Zone: I. +20.L/-32.t psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf RoofZoneI Wall Zone: 5. +35.8/-41.8 Pat WeIIa4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walla Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yes Walla Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Teat: psi This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3'1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --IS- pat FLOOR DEAD LOAD: l0 of JOB ADDRESS' `, Model: REAR PORCH LEFT Date Drawn Revisions Sheet Comm U 5-9-I1 Drawn by: (�­c.U. Checked by: ID.fz.B. OF 5 x . C FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with work. steel crash post- Floor p g Flange with 4 - 3/e" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts 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" 2/i" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.° ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° - shall be 3,000 P.S_L concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 7. ALL wood in contact with concrete shall be pressure treated. o o= 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. M 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 A. 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 classiflcation of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 C960, C1002, C1047,C1177, C1178, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Masonry Beam x 6" P.T. Buck Walled to block with case hardened Halls b prior to door attachment Drywall Location Orientation Framing Member Max. spacing Nail sizing options for Thickness Spacing of Fasteners installation of drywall into Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nall /2 OR Walls Either 16" 8' 10 0.080" din. xx 1 5/8" long with Direction I6/64" head OR Ggpsum board nail 0.086" ilia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / OR Walls Either 16" 8' 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggp�um board nail 0.0915" ilia. x 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 A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompanyln� smoke developed index not to exceed 450 when tested in accordance withh E 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451-12 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 underlagment installed with min. 4' side laps and 6" and 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. 18101bs. uplift Aluminum Drip - Edge f Fascia 2" x 6" Kagcan full o vent vini uei 1/8" dia shank x roof mg nails with 3/8' product approval -see 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap - at each filled cell Grade #I 12 4 Wood Base T\r ICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by 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 (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" clawall over I" x furringg strips at 16" o.c. with R, fl-toll -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLO1.1 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 (1) #5 bar vert. (typlcaU. 'Max, spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" x H" Concrete footing pith (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = P-0" tom N.T.S. Recess top plate ("w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2' drywall Counter tap - verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. x e" PT wood plate KITCHEN ISLAND FRAMING DETAIL 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 arias 71=1" 88 Wood screws thru jamb into buck at each hinge and 15" o.c. max and r)P 1'_ F911 n t_ n ne)r 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/IL" tap -con with 1 1/2" penetration at 6" o.c. max. From each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior Face at head and sill per product approval of wall -\ / \ Buck to be I' x 4" PT Detail at Windows 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS Install SGD thru buck into 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 O 0 Use 3/16" tap -con with 11/2" 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 \ Sllding Door At Masonry Wall fixed door sliding door 1 1/2 SIII Detall NTS 7 Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c_ max - thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5k8"x 4'-6 /a' 54%s"x 54➢8" Single Hung ZONE 4 2. C-2%1x 5'-3/s" 15" x 43/4' Single Hung ZONE 4 3, 2'-2" x V-2/2" 21%'x 38V Single Hung ZONE 4 4. 3'-I" x V-3/e" 38, x L3'/q' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nil mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified bg contractor wi h manufacturers specs prior to construction Door Schedule Me rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X l'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"%4' x 83%" Fiberglass Panel - Inswing ZONE 4 L'-O" X 6'-8" 14" x 81 %2" d ;o.tta Sliding Glass Door ZONE 4 2'-0" X iI Solid Core - Wood - 6-Panel-BrFold Finished 24" x 81 %2" 2'-0 X C-8" Solid Core - Wood - L-Panel 5'-0" x C-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x iI x 1 %' Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL b GARAGE WITHSTAND A[ wi Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified bg contractor h manufacturer s specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack COUNTER TOP BRACKET" DETAIL (cl_9Qeli Lute Drawn 5-9-17 Drawn bq. C.C_L1- :hecked by: D.R.B_ Square Footage Breakdown Total A/C Space = I,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied'1 i Intn lintels ahnve 35'- r)" STE 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. 2- ALL SLABS AND FOOTINGS TO BE A MiNIMUM 2,900 PSI AT 28 DAYS Ic ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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. 14 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. 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 11 FOUND/4TION FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, 9 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 9S bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" wide. Provide (2) filled cells on each side of openings from ('-O" to q'-II" and Rrovide (3) filled cells on each side of openings from 10'-O" 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) (o. 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 Sol[ 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. Frovide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell - j'1, _ i'PAP �1110111 ��J 5 TYPICAL CTIONS 4" concrete slab with fibermesh OR Vx(" #10/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill Ili 14% x 14"d concrete monolithic footing with (2) #5 bars coot. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 x( 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Q 'V bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-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 I(" below finished floor IiN � SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING - 9" STEP DETAIL ON THIS SHEET 30" x 30" x I6"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS P5 14"11 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" P6 12"W X 18"D MONOLITHIC FOOTING - b" STEP DETAIL ON THIS SHEET Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" 910/10 WWM on 10 and Visqueen over clean compacted termite treated fill GRADE CIO_ \� �/ PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar, floor 4" concrete slab with fibermesh OR slope. VxC 910/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 11 Grade m E _ "I —III 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" GARAGE CURB DETAIL -(III III 30"x30"xIC concrete J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x(" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One U5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Flan For Location 1*5 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Iz" &'-IOY2" 12" "T J J — — — — PI Pilled cell under ( L / girder above o I FI I I - p Rear Porch Slab to I w to FI p I J 0- - be poured sepa 1 I I 0-from House Slab. ❑ I v 0- ry I I d) � J I I Thicken footingg to 24% 14"d 24"L I nL O x x under filled cell - under girder bearing. I FI = FI UUM CIO�U ~�N I Rear Patio/Slab to I be flush with bottom of O sliding door recess. O I Slope I" I II I I I of I " I I to �I I I 4" concrete slab with fibermesh OR m 6"x6" #10/10 WWM on 6 mil Visqueen over I H.B. ��s I clean compacted termite treated fill I O er w I I WASHER DRYER FI I I� �I ' I I _i I -i O 0 I I o r I O LO)B- I DW 4" concrete slab with fibermesh OR FI 4"xV 4I0/10 WWM on G mil Visqueen over clean compacted termite treated fill MNONOVE IE I O° °❑ I REF. H.B. I O 3B" CLEAR � OPENING OO I l FW.H. — — — _ I O #I 414 Steel Ballard See detail on this sheet I I I I I I ) tv, / 1 I 0 I❑ I I I� j I I FI I I❑ Meter I i G and panel — —a,— — — — — — — — — — — — J — — either side of fieldverifn I I O E 'n 0 0 0 `� service °' 1 0 in O — -- --a- —i 0 I ry Io 4" Step p I❑ N r i- o'I%Io I o I I i—-- I --------J o 00 1.5" Recess for O F 00 00 E 1.5" Recess for E OO arage oor ;,,Garage Door tt 2'-8" 9'-O" 2'-8" 6'-4" -8" 9,_O„ 2,_a, EE 35'- O" Fn.-oe r �00F SHEETING ATTACHMENT DETAIL 1. Minimum Nan blze = Va ring snanK Mir]. L.D lul-W 2. 3. Minimum Screw Size = #8 x Minimum Sheathing Thickness 2" 19pp/32" CDX PI wood 4. forr zoner3 stated inepermit Infocboxsonathesenplans Keu Area Edge Field Fastener Pressure Zone 1 (o" 6" 8d ring shank 45 psf Zone 2 8d ring shank 14 psf Zone 3 �{" �{" 8d ring shank 84 psf ** Zone 3a C C 1*8 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 Column Provide 95 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel \1\ Provide Cast -Crete = SUB-OB/OT precast r lintel set in mortar ------ Min. 8" Bearing Verify with Plan 12 "x 12" 1 Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel /4ttachment \ram Provide #5 bar set in pre -cast o FLAN Scale lintel into beam where length of the opening cells for it. — Overhan S at 1'-011 Unless Otherwise noted On tf e PT Buck ed per jamb into filled ci 4" Pre -cast Sill g — Roof pitch at 4:12 unless otherwise noted on thi: — Truss shop drawings to be provided by manufactU — Any changes to this plan Shall be submitted to t architect for approval in writing prior to startinc — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Pilled Cell — Contractor to provide for Form Board Survey e T Form Board Survey to Truss Company prior to 1 Provide #5 bars with min. 48 bar Immeters overlap in filled cell. Tie filled cell steel into continuous footer steel. 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) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/e" 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 T g,pe 2 felt paper using ad nails_ Substrate to be 19/3Z' CDX Pigwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv 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 (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.2S" 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 tt5 bars CLEAR Lintel Length Bar Length Clear Span A' Bars "B" Bars I'-6" 2,43 none 2'-10" 2'-8" ---- ----� it ---- J0 3'-4" 2'-2" 2,#3 none 8F8-OBAT 8P8-IBAT BF8-I15/21r 4'-O" 3'-10" 2'-8" 2,43 none Additional 4 41 4" 3'-2" 2,#3 none tt5 bars CLEAN ?One Row of "H" Block Above ; ;: ' ' S'-4" 5'-2" 4'-0" 2 A3 none 2,44 none Precast Lintel 6:-41, S,_4„ 2 A4 none i` Additional l'-6" 7'-O" 6'-2" 2,45 none I #5 bars ----s ----' SFIL-IB/IT 8FI6-8/2T 8'-41, 1'-101, 7'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDu-E Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom steal Size Top steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8F8-05/IT I #5 3069 1569 1024 L31 2'-6" T-8" 4'-0" 8F8-OBAT I tt5 25LI 1363 143 L45 4'-V 5'-10" 8F8-OB/IT I #5 1105 909 339 LBO 5'-0" L'-6" SPO-OBAT I #5 1238 83B 121 LLO 6'-8. 1'-L" BF8-OBAT I #5 1011 121 534 L80 8'-O" 9--,1- SF8-IB/2T I tt5 2 #5 152 591 512 L90 9'-0" 10'-6" 8F8-IB/2T I tt5 2 45 443 Sao 401 L90B 9'-0" IO'-L" BFIL-IB/2T ONE 1 tt5 2 tt5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T 1 #5 2 tt6 562 494 452 LIOOB 10'-O" it-4" BFIL-IB/2T ONE 1 #5 2 tt5 13LL 1028 452 LI20 IT-0- 13'-4" 8F8-IB/2T I tt5 2 tt5 411 428 324 L1206 12'-O" 13'-4" 8FI6-IB/2T ONE I tt5 2 tt6 015 110 324 L140 14'-O" IS'-4" BFI6-IB/2T ONE 1 #5 2 #5 1250 409 259 L140 I6'-O" IT-4" 8F8-IB/2T 1 tt5 2 #5 300 192 194 LIOOB iii -O" 11--4" 8FI6-IB/2T ONE i tt5 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 INFORi"IATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, ANI) SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. J Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. IBIOIbs, uplift Aluminum Drip Edge it Fascia 12" 2" x 6" S Kagcan full o vent vinyl 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 12" x 12" concrete column block filled with concrete �_ and (D #1 bars vert, tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 1/2" thick stucco on attached to horizonti framing with nails or no less than 1-3/4" horizontal wood frame into vertical wood fr Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete concrete block wall Concrete Anchor Per Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with (2) lOd is at each web hi -rib lath vertical wood a to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar Vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan 'r IIII IIII IIII ' . "� =IIII— IIII„i e Anchors Per tarers Space 1/4'Max. Aluminum Panel Sizes per manufacturer See Tupiz 1 Stud Detail ' v 1/8" x 3/32' Wing Nut w/ 1 v appropriate washer and spacing 1 0 IiIiIIIiII s`nu per manufacturer's � Details d,v .063'094' I w m IalS' is I Stud Detail Stud w/ Die Cast Zinc NTs 1 Nlckei Plated Wing Nut 114, 04 Flush Mounted Shutter i tall nits Brace Gable end with 2" x 4" 5YP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEEieED WO e 24"o.c. TYPICI ( shop drawings bg manuf '\R-30 blown fiberglass in bottom chord of trusses V-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 (l) #5 bar cont_ for bottom row over openings 1/2" drywall over I" x Furring strips at 16" o.c. with R4.1 fi-foil insulation on tgpical all Block walls All drywall to be installed per FBC RIOT and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" o* proportioned and Mortar joints shall complg with FBC 9 Provide Our-O-Rock at all wet areas (ex Fill cell with concrete and (l) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for J spacing at openings V concrete slab with fibermesh OR 611x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIII=11111II 11- IIII�II�IIII11111111�111111�111111�,IIII �ill 14 Tuplcal Section I—IIII—IIllli 1111 � I I=IIII— FI at Front Forch Scale : 1/2" = I'—O" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax 281-8283 E—mail: bradenalaacomcast.net Stuart_ FL 34991 #AAC000032 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment _ .. Inrn INeam either wet set or in eeoxu with hurricane anchor at each truss Provide downspout - ----r I-rOvluC UVWfIaIJVuI. hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 lbs. uplift < 2 UJynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # THE UJINDSO REAR 5-1-1i Drawn by: p PORCH C. _u. Spanish Lakes LEFT Chec ked by: St. Lucie County Florida D. `.8. �- OF 5 PANEL "A" arctt Description Wire Load BR Poles Poles BR Load Wire Description circa 2 40 1.0 kw us A/C comp 1 2 AHU 1;10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 6 Range #6 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 4 10 Dr er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 ku 20 1 1 20 1.5 kw #12 Microwave i5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 i8 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 912 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 412 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts U12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I I5 11114 General Lighting 29 30 Recepts 912 20 1 1 15 414 General Lighting 31 32 Recepts #12 20 I 1 IS #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 I 120 1 912 1 smoke Detectors 31 38 1 General Lighting #14 15 I 11 I 20 4p General Lighting #14 15 I 1 SlAre 1 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qtl,i. Watts Total(Watts) General Lighting (3 watts sq. ft.) 1135 3 5,205 Small, ,Appl,Iance, Clrcult(s> . .. .. .... . . .. ........ ..... 2 1,500 3,000 ,Range,,..,., ....., 1 12.000 12,000 Refrigerator .............................. ................. 1 1,200 1,200 Microwave 1 1,500 1,500 Dish Washer .... . ...... . ... . ............... ..... . . ..... . . . . . . . ............... 1 1,200 1,200 Clothes„Washer. . . . . . . . . . . ........................ . . . ... 1 1.200 1,200 Clothes_ .Dryer....... , . 1 5,000 5,000 Water. Heater, ......... ...... I ............. I 4,500 4,500 Water.Pump................................................... ......... ... 1 1,800 1,800 .Garage Door.Opener ,,,,,,,,,,,, 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 865% 1 10.000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend-] S Single Pole switch ® Recessed Can Light 4 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Pan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Well Mounted Light w�FI Waterproof, ground fault interruptan Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector 4c:lo Flood Light TQ Thermostat m Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A Di c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Fil Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C disc. ISO #2/0 Aluminum feed AMP I %a' Conduit MCB PANEL 124 CFM IOxIOxd PORCH MASTER BEDROOM I 12xl2x10 B/A 124 CFM ;r_-- --_- IOxlOxd 141 CFM I 141 CFM IOxlOxl I 1OXIOxl I IrL+i I r 6,Mx10 ° B/A Bx4x4 9 CFM GREAT 1 ROO 13 LOSE I I o 8x4x4 Vent thru - - 50 CFM soffit WASHER DRYER I LAUNDRY I dCFM 14x4x41 CFM I IOxlOxl 12" ° DINING I I �j 14 CFM ROOM I I I q ex4x4 I LT r 1 w;,,,12xl2x8 ------ �.', B/A rang DW 5. I 124 CFM IOXIOx4 KITCHEN 16" 3 TON I I SEE MANUAL 1 MICROWAVE NON -VENT r. 2Ox2O 7' and Energy O 36" CLEAR T flfr�A j Calculation L - - - - OPENING for Unit info4"0 Steel Ballardsee detail on this sheetr22" i8C x 54" 1 IAttic AcceasL-with fightI I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. 2" PVC ( FFL AHU S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are reqquired in all rooms except 9. Kitchen, Bathrooms, and Ct arage. A/C Return Air Balance Must comply w/ FBC RM1602 2' rigid service FPL Bare #6 coppe wire to #5 cont. re6ar in slab 10. A/C RefriPVC glines that are run thru slabs must be sleeved in VC L C T R f C A L RISER_ II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical NT$ 13. contractor, the completed system shall be full operative. Contractor -Contractor shell use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. shall pay for all fees, permits, tes ing, and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction I4. All work shall be coordinated With other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectively 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 2I. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one year from closing sale of house. ordering. The contractor shall provide circuit routings to suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply With all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility and telephone combanu. 25, Dryer Vents to be installed per FBC RM1502 GARAGE f----------------- I I I I I I I I I I I I I I I I I I I I I I I I I 111 CFM 12XLx1 1 SECOND BEDROOM 12xl2x8 B/A THIRD BEDROOM IOO lox6x6 150 Amp Panel GOLF RTll GARAGE I I I I I I I I I"IECH4NICAL LAYCUT O= THERMOSTAT LOCATION SCALE: 1/1" - I' - O ' Install oulet under disc. not shown For clarity I / WIC GFCI u CID I -- I I s� I � I I I -- I I /� GREA� ROOM I LOSET N I � I \ \ WASHER DRYER I \ DINING I \\\ LAUNDRY ROOM I -; I - / I \S E)= F i/ I IIQ M Ii I MASTER BEDROOM I / ® / VP CAD _G PANTRY I- - _ q V S I I\ SECOND I`EROM MC GFCI DOI WP GFCI GFCI i { I T C1H N I \ Q GFCI MI OW EV-E - U d O 39" CLEAR OENINL \ \ \ 1 GFCI GFCI - A- - - v GFC \ A/C w.H. # I 4°0 Steel Ballard /- THIRD db See detail on this sheet I _____ W�� S---BEDROOM r 22" x 54" Attic Acwith,ligh£� y / ® \ � I \ I _ / OPTIONAL PANEL LOCATION GARAGE // • \\ rea■� / GFCI -L \ \ GPC� / R / tight\ I 150 Amp GFCl/ / to carrier \ / GPCI Panel f--------&Z - - - - --------� Garage Door \ Garage 1 I av Door 1 Opener 1 \ a 1 Opener 1 3 p I I \\ I GOLF CART Wire For Front Post GARAGE fit I I I I GFCI LI 9 I I to garage Jlghts GFCI I I WP GFCI ------ ELECTRICAL FL/4N O Post Light with Photo cell SCALE: I / Center Post Light �f " = 1'- O " between driveways Atic Venting Calculations otal Attic Space = 2101 sq. ft.FBC 2309, enting Ratio 1/150 - 18.00 sq. ft, requires rovide A Continuous Vented Soffit Braden t Braden AIA, FA Wginne Building Corp. MODEL: Date I)rawn Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue THE THE I' I j j�l j'""� S o R REAR 5-9-11 Drauin bg: Tel : (712) 281-8258 wl' `l+-J PORCH C.C:_u_ E I Is-1S8 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Spanish Lakes St. Lucie Courtt Florida LEFT Checked by: 1 Stuart, FL 34996 UAAC000032 R -B- OF 5