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HomeMy WebLinkAboutBuilding PlanGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 2L 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 L" 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 12" ... ® 2„ H. H. 5/8" thick light textured O O stucco on typical concrete 7 block construction 0 Finish Columns with 5/8" thick cut coral finished stucco bands T 1`% RIGHT ELEVATION 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411951.12 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 (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ ELEVATION MOTES: Gulf Coast Supplg 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 D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps Fastened with corrosion resistant tin caps and with 125" ring shank nails spaced L o.c. at all laps and two ,staggered rows 12" o.:,, in field. Attach o/ v 6111�. �u6 wi Ui si,uccU can uypiu ci L uriL,i a La finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at +12 unless otherwise noted - Any changes to this plan Shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into LUlndouw or Door. 5/3" thick x 8"w cut coral finished stucco bands `\ 5/8" thick light textured stucco on typical concrete block construction = Finished Floor ————————————————————————————————————————————————————————————— LEFT ELEVATION SCALE: 1/4" = I'—O" SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to 016wood deck using #9 x 1.5" wood screws with self sealing washer at 12" o. max spacing over ASTM D (type 2) SO 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 0 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 8'-1" T.O.B. 12" H 2„ 5/8" thick x 8"w cut ®® ® Elo coral finished stucco bands ®®®®...' Gera a Finis ed Floor -0'--4° A.F.F. 5/8" thick light textured 0.10004000, stucco on typical concrete block Construction FRONT ELEVATION /8" thick x 8"w cut oral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ®i1 nie61 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 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORD AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I/2" drywall ceiling on truss bottom cord I/2' drywall on x 4" studs at 16" o.c. base —board ----\ 11 11 / 2" x 4" P.T_ bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nits PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design �s: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'—p" Roof Pitch: 4:12 Internal Pressure Coefficient: ±Q,jR Subjectabilitg to damage from: Weathering: Negligible Termites:Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-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/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __'U_ psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: TOROOF 112 PITCH = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 �s2 I ark Copy 'FLOOR FLAN AREA CALCULATIONS CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = I'-0" N.T.S. Living A/C = Front Porch 144 ICI sq. sq. ft. ft. I. Contractor to verify ALL notes and dimensions prior to p high by 4" diameter steel crash post. Floor steel _ Rear �oreh 200 S . q ft, proceeding with Work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8° expansion bolts into slab (3/8"t So ksi steel plate) Garage = g 321 S q' ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total Under Roof= 2108 sq. ft. a minimum 1,400 P.S.I. fiber stress. ` 4 N d ( S. 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.1, grout mix TO Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. ER II. Contractor to Provide a 2'-8" wide door at one bathroom for 2i/z' 2,1' handicap accessibility requirements." 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door EH. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification 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 I" x 6" P.T. Buck nailed to 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 C36, C19, C415, C514, C630, C931 C4LO, C1002, C1047,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing tions for g op n�tallation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 Walls Either 16" 8, 16^ 0.080" dia°x 1 S/B" long with Direction IS/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR 0.092" dia. xx 1 1/8" long with Walls Either I6" 8 I6" Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 11/8" with 19/64" head. Masonry Beam 2' VTR J1L I I I I 21' VTR � Masterr�JIL Bath 1 2. I Lay. I 2' Lay. 4. I 2" VTR W.C. 1 JIL 3' I I i 2' 3. Shwr. Kit. Sink I I Kitchen 2" I I I Lay. 4 3' N Bath . To Septic PLUMBING RISER 7 Install SGD thru buck into N O O 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 head per product approval I" x 6" P.T. Buck Waded to � block with case hardened nails Head prior to door attachment \ Use 3/14" 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 ap_prc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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-celling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyinAA smoke E 84. developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411651.12 26 ga. Sv 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' aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all lap" 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 10dox lal/2" nails. 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kaycan full o vent vin9l soffit installed precast lintel filled with concrete and (l) #5 vaing 1/8' die shank x 15" long gaiv. bar Cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" dr wall over I" x furringg strips at 14" o.c, with R4.1 f`rfod insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes, block construction M Mortar to be Type "M oni proportioned per FBC R601.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed at each filled c ;� Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 and Visqueen over clean compacted termite treated Fill Grade r.. I � gi 1111= _ - -III=1111Y l 11 I=1 I I-1 I I_ I''' fill 1ii 14" x 14" Concrete footing 14" with (2) #5 bars Cont. end #5 T Y F f C A L SECT i O N transverse bats at 48" o.c. Scale : 1/2" = 1'-0" fixed door sliding door 1 1/2" Bottom Track Sill Sliding Door Detall At Masonry Wall NTS Masonry Wall gpical 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 Jamb Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3'/B" 54%8'x 63%;' Single Hung ZONE 4 2, 111 5'-3 %' 15" x 63 %' Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2" 2iY-"x 38%s" Single Hung ZONE 4 4. 4'-S%"x 4'-2%s" 54%s"x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Markl Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 /,,°x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" *14" x 81 /," ;rrr ec',2°" 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 %," 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 in permit info box on sheet 1*I 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 by contractor with manufacturer s specs prior to construction Frail Y 9'-6" 12" 8'-6" 12" E❑° OO EOo Oo ❑o °o N EGRESS oand ecolumnte block (2) #lba svert. tied with concrete into lintels above O O Covered Porch ° o 6' 12'-8" O O O N 00 O O ° OE © MASTER I = 2 0 BEDROOM 8'-0" tol 9'-e" A.F.F. ta w 8'-0" A.F.F. Vaults Ceding 1.0 I-=L Flat Ceiling I A O _M O ® I O I E =Rod half 19, INr H B 0) Vari to be s I� I r "hig I N 34 %4 � cI C L OEli A.F.F. • O o 2" x 6" knee -wall 8I-O" to 9'-8" O below counter top Vaulted Ceiling rr r I I I DINING LIXE8" -- --' ROOM CABNE Rod t Shelf e �7s F� I C 0 0 � F.. I I DW - \!I \\\ I r � \\ 4 O � w ~/ \ \\ I Vanit to be A T H O o I ° \� 1 34 %s ' high iv O- " HI h) Wall-0 3/4,, a KITCHE1 3'=8" I o hero hD alir O A.F.F. Uve-rTiang d o H Flat casing w E 1 6'-O 10'-S" 4'-I" E B. Upper cabinets to D 3'-O"4" 8'-I" extend over Ref. - " c�v 2" filler 1 -1 a E BATH e!o _ I a O- y anmp Rod t Shelf _O O R-II Batts nwuleGon W.H. U7 ® CY O El 4') Steel BallardI See detail on ,±<hi�sl�eL 1,„ 1 W I O 22" x 54" �s > ` ry auto / O I Atwithtic AchtN I E closerde g J L O 22" Q _ 8'-O" A.F.F. N7i .a Flat Ceding m m I . Meter 150 Amp 4° _0„ 11'-6" P Panel m 020 ion m © `" SECOND m` E GARAGE E BEDROOM �_ EGRESSY O '-4" A.F.F. El 11 MT OE `^ O i Flat Ceiling (Y F- 0,. O O p r-----------------i EGRESS E Block wall in O I O O OI I WOE - gtruck arage t- bloo ckbe I i sI T ° O OI I C VER D 12" x 12" concrete column block filled PORCHwith concrete and (2) 1 bars vert, tie -1 p into lintels bove in ® I ° °w °E IE1E OE EE o - 9'-0" 3'-5" 2,_8„ 2'-e" 4'-2" 15'-10" 5'-4" 3'-4" 9'-6" 34'-O" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sift per product approval of wall ---\ / \ Suck to be I" x V PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMS, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawl, 4-12-I1 Drawn b� C_C.U. Checked Lq: D.R.B. Attach buck to block wall with A a 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 - Vari es Wood screws thru jamb into buck at each hinge and IS" o.c. max and Detail at Door prior to door attachment NTS x10 is STRUCTURAL NOTES: 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 91 EXPOSURE ="C" 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 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 (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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14 DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT, 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IT FCLAD�470N �L;4N ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTY A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 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. I. 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 P.J. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at '48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-I1" wide. Provide (2) filled cells on each side of openings from 6'-011 to 9'-1111 and Provide (3) filled cells on each side of openings from 10'-0" and Up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2�" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. Mf #5 bar vert. w/ 30" over SEE TYPICAL at each filled cellSECTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I —IIII III _ III I— Footing lwith (2)concrete US bars contic 141,�l TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR 6 x6 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per o . foundation plan 12" x 12" concrete column block filled with concrete and (2) #'I barn vert. tied into lintels above Top of Tooter 14" below finished floor (2) 45 bars cont. bottom steel RAGE STEPDOWN SCALE 1/2" = 1'-5" Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way I/2" = 1'-0" 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, 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6 x6' 1;10/10 WWM on IO mil Visqueen over clean compacted termite treated fill GRADE co — I —III —IIII— 111 \j—'�/ PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �sECTIONs Adjust curb height based on gar. floor 4" concrete slab with Fibermesh OR slope. Cx6" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" e F.F. Grade 14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. 14" rJ GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia. x 6" 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 ITS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Felled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 34'-O" 20'-0" E) El00 9 01 1 100 ° I — I FI F F4 Or-----_��---�0 I° �� — Q I° I I Filled cell under FI Oi girder above 24„ I ao 1 0 Rear Patio/Slab N I F _J to be poured separate from the house slab. �_I o m I of ,o I Thicken footing to 24% x 14"d x 24"L FI under filled cell a I under girder bearing. ° , v u U e I Rear Patio/Slab to be flush with bottom of I ° 00 v w I vN I sliding door recess. Slope 1/2" � I r- o I I;- I�- I F- It I to O ° 32'-8" I H.B. I I 4" concrete slab with fiber esh OR I O O o 6"x6" 410/10 wWM on L mil Visqueen over clean compacted termite treated fill I I F_ I I FI O I Q:J o C H.B. I� I a00 a A/C 41 o Or—--------w.H. I I I Steel Ballard FI 4"m I filled w/ Concrete 0 I F�— W I F5 j I I I�p1 I OI o° I IFS lal I trio I E � a, i I I v>: I I I �n d E E I L a I _ _ -1 Faram °I03 O \ - I \ FI °O u F5 I �—_------w0 _ O O � -_-_-__ � -_ I F5 u� ° _ O 00 x o I L — F5 Recess forLJLJI Ell) �I 1 °O OO Garage Door 00 ---——— — — — — —— Inn In" I. II i_ with concrete-and,(2) #'1 barsVvert.' Uqw/ into lintels above A 0 FOOTING SCHEDULE Mark -E Size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14% With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS - CURB ® 0'-0" Braden t Braden AIA, PA nne Building Corp. Winne Date Drawn Revisions sheet Architects - Planners 4-12-11 Comm # S.E. Coconut Avenue T 1 & Grand C d r l t on GARAGE LEFT Drawn Teell (1�12) 281-8258 C.C.U.. l 2 - 2 � Fax (112) 28�1-8283 E-mail: bradenaia comcast.net Spanish Lakes Checked b y _ i Stuart FL 3499L #AAC000032 St. Lucie County Florida D.R_g OF 5 0 mi ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener F ressure YV Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #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 Verify with Plan sas®eai:�aesie� �1 Rebar Column to Lintel 12"x 12" Column Block J#� Rebar Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel n Provide Cast -Crete . BUB-OB/OT precast - lintel set in mortar Min. 8" Bearing - - Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck .ached per jamb nla into filled ci 4" Pre -cast Sill \ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL scale: I/2" = I'—o" 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 usingg 5/8" dfa. threaded rod set min. 12" into wet beam and (22) IOd nails into truss M8. OaverDap TRUSS BLOCKING DETAIL t t d C �1 m n t AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #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 (type 2) 30 Ib 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 Addrtional Precast Lintel #5 bars = Lintel Bar Clear u n ACLEAR 71alf, ength Length Span Bars I's''`i: I i i i i i 2'-10" 2'-8" I'-6" 2,43 none 3'-4" 2'-2" 2,43 none eFe-OBAT 8P8-IB/IT BF8-IB/27 Addrtional 9'-O" 3'-0" 2'-S" 2,#3 none #5 bars 4'-41, 3'-2" 2,#3 none ne Row of "H" " Block Above 5'-4" 5'-2" 4'-0" 2,#3 none )`~- 5'-10" 5'-8" 4'-6" 2?t4 none Precast Lintel r"? ,I 2 #4 none '�i"' i Additional '•"`^ "' ' 95 bars L----4 t----'i 1'-6" 7'-0" 6'-2" 2 #5 none 81"1 BFIL-IB/27 2,#5 none NOTES: L min. coverage of steel-1.5" 2. min. bearing required a ea. and=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete S ecification Rows of "He Block Above " Bottom Steel size Top Steel Size Max. Gravity Load (PLF) Max. uplift Load (PLF) Max. Lateral Load lPLF) L22 T-2" 3'-V 8F8-OB/IT 1 #5 3069 1569 1024 L31 2'-6" 2'-8. 3'-1. 4'-0" BF8-OBAT 1 #5 2561 1345 14S L45 4'-5" 5'-10' BF8-OBAT 1 #5 1105 1 909 339 L50 5'-O" C-0 8F8-OB/IT 1 #5 1238 835 121 LLO 6'-8" 1'-L" 8FB-OB/IT 1 #5 1011 121 534 LBO B'-O" 9'-4' 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-6" BFB-IB/2T 1 #5 2 #5 L43 530 401 L90B 9'-0" 10'-6" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 1_100 10'-0" II'-4" BF8-I5/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' 1 II'-4" 8FI6-IB/2T I ONE I #5 2 #5 1 la44 1026 452 LI20 12'-O' 1 13'-4" BF8-8/211' I 85 2 45 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 81*I6-8/2717 ONE 1 45 2 #5 1250 409 259 L140 I4'-0' I1'-4' BF8-le/2T 1 #5 2 #5 300 192 194 LILOB IC -ON IZ'-4" 81"lIL-IB/2T ONE 1 #5 2 #5 950 Soo 119,4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 5impaon HETA 20 or equal with c(10) IOd ox la 1/2" naileuae ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vrngl soffit installed using 1/8" die shank x 15" long gale. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor J 12 4 ho ices tnan i-.�i orizontal wood fri into vertical wood Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall .e Anchors Per tuners Specs 1/1"Max. a Aluminum Panel Sizes per manufacturer 0 w m 9 u_ See Tuamal Stud Data, ' x 3/32' Wing Nut w/ appropriate washer and spacing Per manufacturer'. Details i Stud Detail Poured Concrete or I ens concrete block wall \ I Stud w/ Die Cast Zmc \1 n Nickel Plated Wing Nut 1/,• Concrete Anchors Per 2. Manuractes,. Space Flush Mounted Shutter Detail nts Flash and Counter flash Nail ledger to gable end truQ115\ with (2) IOd at each web hi -rib lath vertical wood e to provide :ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan US 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 Wood Base Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -EN INEER-ED S G WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N 3 4Ls X (0 s� OL) rn NN4J+� L 4— LLI _ 0 N N O m a U p O EUIC 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 a R-30 blown flberglass in bottom chord of trusses O �o I/2" drywall with smooth finish - o Two rows of beam block filled with concrete y and (1) #5 bar cont. in each row. Substitute u precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring PI-foll strips at 14" o.c. with R4.1 insulation on typical 8" Block walls = All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. M Mortar to be Type "M" oniy proportioned per FBC R601.1 Mortar and joints 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) #5 bar Vert. (typicaD. O O Max. spacing shall not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' din. threaded rod with min 12 embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplift Ili I ` lr F L 4 N HETA 20 48" unless otherwise noted see foundation plan Horse for — OVERHANGS AT 1' —0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with iibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xb" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ��I��1 1 INEIII1=��i� i�i� ��� --I III 1111 FI e Ilil="i 3 T�plca1 Section at Front F)orch 4�alo 1 /0" O z e) al � X L a3 s N � L to 'o Q a L z0"di otou a oO Ec (a tt L N O Q f_- z ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Fff" Cony PANEL "A" Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 3o 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 I 8 1 20 1.8 kw #12 Pump 4 10 Dr or #10 5.0 kw 30 2 I 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 1 20 1.9 kw #12 Kitchen S.A.C. n is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 I 20 0.81 kw 412 Garage Door Opener 23 24 Recepts U12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 1 28 Recepts 412 20 1 1 20 #12 General Lighting 29 30 Recepts #12 - 20 1 1 20 912 General Lighting 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom OF[ #12 -- 20 1 1 20 612 Smoke Detectors 31 38 General Lighting #12 20 I 20 #12 Bathroom GFI 39 40 General Lighting ttl2 20 s are 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description a til. Watts Total(Watts) General Lighting .(3 watts sq. ft.) Range ............. .... ..... .................. ........ Refrigerator .................... ............. Microwave Dish Washer. ...................................... ........................... Clothes..Washer. . . ... . .. . . ... . . . . .. . ............. . . . ... . ... Clothes..D.ryer................................................ Water Heater ................................................................. Water, .Pump... . _ . ............................................ Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 11500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 $40% 1 O 10,964 Electric Heat or A/C 10,000 ®65% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps �lectrlcal S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed FiB Push Button Switch .0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof ground fault circuit rc Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac Electrical Meter OS Smoke Detector Ceiling fan Fr Television Jack Telephone Jack A � c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I ITI lintercom 163 CFM IOXIOX6 MASTER BEDROOM 143 CFM loxIOX6 12xl2x9 B/A i\ t - - - - - - - - - - - a\ ° B/A -CLOSE CLOSE .B. FM @S° 1 8x4x4 e 3 CFM Vent-thru --__ ljigATH Soffit AiC Meter 150 Amp Panel rZAMMMAM I GRE,IAT ROOM to CM am 149 F on ce I 1211 L- - - - - - r - E illy � Attic Access i?with light era) • GARAGE r----------------- iI I I I I 1 I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O= THERMOSTAT LOCATION M E C �,4V C A Y C u T B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper wire onI4, no aluminum. Provide and wire all required smoke detectors. I�. It is not the intent of these plans to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. pro 18. All work shall be done in accordance with the N.E.C. and Recessed cans be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. tom P P y- 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical system shall be tom letel and effectivel y P 9 9 sleeved in PVC grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20, All material shall be new and shall bear underwriters' 12. All Work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before 114, inspections including blower testing where required All work shall be coordinated with other trades to ordering. The contractor shall provide circuit routings to avoid interference with the progress of construction. suit the Job conditions. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 23. All raceways and pipes placed in or through any concrete period years the date of acceptance or certificate of occupancy, or one slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24, All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 I W R?AI I �ce7i� I-, 20x20 I g fan 169 CFM Ioxioxl DINING ROOM ° H.B. 18x F4A� I _ Vint tfiru 1-I _ _ -- Hof fit ---- I Ilsl 1 232 CFM 12x6x1 IL" J \\ SECOND BEDROOM I j\ j 12x12x8 �y B/A COVERED PORCH disc. 42/0 Aluminum feed I A P CS 1 i/a' Conduit pA EL 2" PVC ( 2" ngid service FPL I Bare #6 copper wire to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs LA-W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oulet under disc.'s/" 'U not shown or n claritg O [All Meter PA-710/SLAB Covered Porch`, MASTER BEDROOM ' I \ I WP GFCI \ t � v 11 TY \ I _ - - Smoke / Carbon Grt R AT Monoxide Detector R q O M i / Combo CM I GFCI /� 1 CLOSE C GFa I II � m J I I DINING: - C GFCI I \---T I ROOM GFCI GFCI � \ \ cc I \\ I AN M KITCHEN e= 1 I L - Smoke / Cart,on - - Monoxide Detector / Combo cJ HIMES F ° 24 3'-2" 3'-2" 9- ' GFC� 50 CFM `�� F N GF GFCI ' / 92" GFCI UI.H. / m S 22" x 54" I7" 1 I F /W® \ \�l/ 1 Attic Access Cents 1 �� \ I with light I v L J f' � `SECOND N 150 a eM R I` Optional \ panel location \ Pull them La TV]� \ \light in attic E)== \\ m S 42" GFci \ GARAGE ==E) II /vGarage Door / Opener I I � WP GFCI I I i ' n 'CP-0R-CH r Attic Venting Calculations FBC 230' Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = sq, ft. required Provide A Continuous Vented Soffit SCALE: 1/4" = I`0" Post Light with/4 o Photo cell 171 N 0 6'-3" it Braden t Braden AIA, PA Wynne Building Corp. Date Drawn Revisions Sheet Architects - Planners 4-12-11 411 S.E. Coconut Avenue BE The ran d Carlton GARA E Drawn bq. Tel : (112) 281-8288 C.C.U. E - 1 panlsh Lakes jt. Lucie County Florida Fax : (112) 281-8283 -mail: bradenaiaOcomcast.net Stuart, FL 34996 UAAC000032 Checked by: D.R.B OF 6 H.B. Exhaust Duct Thru Soffit 5- Wire For Front Post Light Comm # 12-2�