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Home My WebLink AboutBuilding Plansm m ■i b/ b.. thrCK cut coral finished stucco bands Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #II651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment metalled with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paled L� o_c_at_all laps and two AstaggeredLrows 12' o.c. in field. Attach RIGHT carol riniSrlea stucco Danes SCALE: 1/4' - P—O' ?ulf Coast Supplg roofing FL MFG 5v Crimp Metal roofFL #11451.12 L gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' uood screws with self sealing washer at 12' ol max spacing over ASTM D (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 detai on this sheet Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to pigwood deck using #4 x 15' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb,felt underlagment installed with mm. 4 ode laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered raoa 12" sic. in field. Attach deck to trusses using attachment detail on this sheet 1 »f W pi sLLcco an Lypicm cancreLe finished stucco bands block construction REAR ELEVATION T-__LT.-VATIO>N >IOTr.-S: Overhangs at I'-O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Al changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. SCALE: 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimpmetal 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 underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L sic. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet /8" thick x 8"w cut )ral 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" CDX Plywood nailed at V ol in field and edges with IOd ring shank galvanized .. nails into truss webbing. 12 12 ) ! 4 SLOPE 4 SLOPE OL'-1' T.O.B. I II la° 1a" '—I" T.O.B. MOM 0 12" 2,. H. o ■ 5/8" thick x 8"w cut 5/8" thick x 8% cut . 3 coral finished stucco bands 3 coral finished stucco bands lO. thick X 8% cut - coral finished stucco bands 5/8" thick light textured stucco on typical concrete ®®® = 8thck lght Finish Columns withFin Floor block construction Jill Garage Finis ed loor ---- -- — — — — — — — ----------------------- ---------------- —O'4" A.F.F. 5/iitextured stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: II - 1'-0" SCALE: 1/4' - 11 2" x 4" top platerl—l"l 1/2' drywall ceiling on truss bottom cord base —board I/2" drywall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR it #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiascomcast.net nLs Wdnne Building Corp. The Grand Carlton Spanish Lakes St, Lucie County Florida 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) Florida Building Code Residential: I Edition and ASCE i-10 for Wind Loading Building Damon is: Enclosed Risk Catego"rg: II Wind Velocity: ILS mph ultimate Mean Roof Heights III—O' Rod Pitch:yl2 Internal Pressure Coefficient: to_Ie Subjectabilitg to damage from: Weathering: Negligible Termites: Vera Hal Width of Rod End Zone: 3'-4" Wind Speed: mph ultimate Wind Exposure Clasmfication: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE i-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.LWL Components I Cladding Wind Pressure (NET) R Zone: I. +20.L/-124 pal RZ Zone: 2. +20.i/— 1.0 pot Rod Zone: 3. +20.L/-84.0 pal Components I Cladding Wall End Zone Width: 3'_4' Components I Cladding Wind Pressure (NET) Moons. done: 4. +35.8/-38.1 pd Wall Zone: 5. +35.8/-41.8 psf Components I Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.31asf Shear Wells Considered for Structure? Yes Continuous Load Path Provided? YYap�ss Are Components an Cladding DaLaifs Provided? Yes Minimum Sal Bearing Pressure: 2500 nsi. Presumctive: X $a Test: cm ROOF LIVE LOAD: 31.— pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —a— list FLOOR DEAD LOAD: psf JOB ADDRESS: Date Drawn Reviaf�e�" GARAGE 3-2L-20 Gll Drawn b : LEFT C.C.0 R VIEWED FOR Checked by: CODE COMPLIANCE D.R.B. ST. CIE COUN a ll [:3 WRoof Zone I ails Zone 4 Roof Zone 2 Walls Zone 5 END ZONE RCorner Zones ad Zone 3 Sheet Comm �. l2 2� B OF 5 I FLOOR PLAN ,HI CRASH POST DETAIL N.T.S. TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verif ALL notes and dimensions prior to p high by 4" teel crash poet. steel s diameter Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expasion bolts sla n(3/set so into kai steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2%" 2'h" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2" %2" ALL Concrete used for vertical filled cells, Cont. tie beams etc., to m 6. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Orywall at ceilings shall be leveled and attached to bottom chord <3/a" �° 4' 2';' 2 iA:: of trusses with screws per FBC R102.3.5. 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 handicap accessibility requirements. h' 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 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 telling finishes shall have asmoke-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 L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hair materials exposed on the underside of the roof deck or on the attic walls shall comply prior to dear altos[ with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C960, C1002, C104'1,CIIli, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max spacing of fasteners Nall ezing options for installation of drgwell into Spacing Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/L4" head 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler Hall /2 �R Walls Either IL" g• IL" 0.080" di 1 5/8" long with Direction 15/44" head OR Grown board nail 0.084' dia. x 5/8' with 9/32' head. Ceiling Perpendicular 24" l" 12" 13ga 1 5/8" log with 19/44' head O 0.098" diameter x 1 3/8" long annular -ringed or 6d coder marl Walls Either IL" 8• I6" 0.092" dia. xR 1 1/8" long with Direction I/4' head OR Ggpsum board nail 0.0915" dia. x I 1/8" with 19/44" head_ Install SGD thru buck into block with 3/I4" tap -con with '_- 1 1/2' penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tapconwith 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_p ro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1311 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 -ceiling assemblies, roof -telling 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 with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MFG 5v Crimp Metal roormg FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or ague[ hurricane anchor a each truss 12 with (10) lod x I al nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Maxat 24'o.c. TYPICAL 18101bs. uplift (h drawln a b manufacturer) Aluminum Drip s Edge t Fascia 2" x L" Sub -Fascia Kagcan full o vent vmgpl aorfit i using 1/8" din shank x 1.5" long raring nail" with S/8' die. hoed product approval - see chart of 5/8' thick light textured stucco on tgpical concrete block construction #5 bar Vert. w/ 30" overlap at each Pilled cell al V Grade - � [III„ [III 1 � [III ll, III a op g g R-30 blown fiberglass in bottom chord or trusses I/2" drgwall with smooth finish Two rows or beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a� IL" o.c. with R4.1 ri-roil insulation on tgpical 8" Block walls All drgwall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Tgpe "M" onlgg proportiored per FBC RLOIJ and Mortar Jonts shall compwith FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...> FIII cell with concrete and () #5 bar Vert. (tgpical). Max apaeing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill II � 14 w x 18 Concrete footing nth (2) #5 bars cont. and #5 transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = I'-O" led to Masonry Beam led nails in Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2' VTR I" 2 .. 12„ I I BAATF r LAV-I 211 I" 2" we-i " 2" LAUNDRY 2" 3" 2" s' AAv s' VTR 3" aT-1 KTICHEN 2" 2 2" LAV-II 3" 3" we -I BATH 82 " 211 3• a -I FLUMBiNG RISERcc To Septic I" x L" P.T. Buck nailed to I O block with case hardened nails prior to door attachment n Masonry Wall = :;t L- el il I I/2" Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap --con with Sliding D oor Detail I penetration at Vx. fromom each corner and 20.."" o.c.. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5k"x 5'-3�a" 54ka"x 1.3W, Single Hung ZONE 4 2, V-2%a"x 5'-3 %" 75" x 103 %;' Single Hung ZONE 4 3. '-2' x '-2 I/2" 21 /,"x 38 `%a° Single Hung ZONE 4 4. 4'-Sia"x 4'-2'/a" I 54!a"x 54Ye" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h O enln Door Descri Lion PRESSURE ZONE A 9'-0" X 7'-O' 108" x 84' Overhead Garage Door ZONE 4 B 3'-0" X 6'-8' 41%"x 83%" Fiberglass Panel - [naming ZONE 4 C L'-O" X L'-8' 't4" x 81/," m;;t°" Sliding Glass Door ZONE 4 D 2'-O' X 6'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %;' E 2'-4" X L'-e' Solid Core - Wood - L-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 %,` Solid Core Wood, Steel, or Masonite Door H 2'-e" X L'-e" Solid Core - Wood - I. -Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8' X L'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction in I N 4'-0" 9'-6" 12 8'-C 12" OPTIONAL Q PATIO/SLAB [fliEl I UlLjII �o o Oo 0 0 0 ° EGRESS IT -a" ° MASTER BEDROOM U= mar6 8'-0" A.F.F. Flat Ceding 11 N 0 N Drger 1 wall o AiC Meter O t O Rod 4`15helf 6'-0" 6' 4" " Vanity to a i" I 4 y�„hig tr°n �- 1 CLO E I g " i 2" ac bs rr 1 enm I Rod t Shelf J 8:: �ID 4 ATH0 I o KITCHEN I L--( it SA.F.F. o Flat Ceiling 6' Upper cabinets to ext rid over Rol. 12" x 12" Concrete column / block filled with concrete and (2) #1 bars Vert. tied Into lintels above Covered Porch 8'-0" tol9'-8" A.F.F. Vaulteld Ceding GR IAT ROOM I I 19'-8" 1 I I �r I lY x V knee -wall B' O" to 9'-8" A.F.F. xu counter top 1 Vaulted Ceding DINING ROOM I ♦♦ I Vanity to be 34 ?2 "high QN, a. R-II meta Indati n 4 W.H Steel Bellerd. I 4 Sas detail aA fbia-sheq]` ' 22x 64'A Provide auto I A ash O I closer L----- 22" _y 150 Amp a 4" ,_af Panel ai E RGEN Y GARAGE EGRES O '-4" A.F.F. 00 MT O Flat Ceding r N r----------------- I I Block wall in i-� garage to be 1 struck block I I I I I L9'_OI, I 161-101, Install windows thru buck into block with 3/I6" tap -con with I 1/2" penetration at V o.c. max Prom each corner and 20." o.c. max thereafter at iambs and 20' o.c. max Exterior face at head and all per product approval of wall Buck to be i' x 4' PT 1 E BATH Rod t SheIP A.F.F. IV Flat Ceding SECOND rq w BEDROOM 0- -EGRESS NUN 1111 T 0 COVERED 12' x 12" concrete 0 R C with con rote and (2) Into lintels 6' 2" II'-6" 2'-e" 5 -4 Its 3'-ry block filled •s Vert. tie p 6" �a 4'-2" 3'-4" Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 11/4" penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2' x L" PT Buck of wall ones N I x4 P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT 88 Wood screws thru iamb into buck Windows lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' ale. max and Detail a t l U i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK DetaII a t ®OOr prior to door attachment INSTALLATION NTS NTS m Braden t Braden AIA, PA Wes( nne Building Corp. Date Drawn Revisions : Sheet Architects - Planners 411 S.E. Coconut Avenue The Grand Carlton GARAGE LEFT 20 3- win bg: Drawn by: REVIEWED FOR 2 Tel (112) 281-8258 G.G.U. CODE COMPLiANO Spanish Lakes Fax (112) 281-8283 Checked by: ST. LUCIE COUNT E-mail: bradenaiascomcast.net Siusirt Pl 'A4ggL nAAr�nnnnao St. Lucie County Florida D.R.B. ROCC OF 5 Comm it 12-2, B 17r%U`. I UllL- INk,/ I =J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 2,500 PSI AT 28 DAYS 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. 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 (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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LiFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. T• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLACIATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF IDL+LL) = 41 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. 11. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. 16. 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 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. and Provide (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) b. 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 LO, meeting ASTM A —I(. and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Fill cell with concrete and (l) #5 bar vert. (topical). Thicken edge to 8 x8" 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 bg 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. at each filled c Max. apacing shall not exceed with concrete and 4" concrete slab with frbermesh OR goad 48" unless otherwise noted one #5 bar continuous L"xG" #10/10 WWM on 10 mil Visqueen over see foundation plan notes for clean compacted termite treated fill sae spacing at openings 4" concrete slab with frbermesh OR GRADE 60xL" #10/10 WWM on L mil vrsqueen over clean compacted termite treated fill °D — — Grade ?a r - 14 w x 18 d Concrete tooting gg with (2) #5 bars cont. and #6 transverse bars at 48" o.c. F I ) TYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR 6"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan \j— _J DETAIL AT 12" x 12' concrete column block filled With concrete and (2) #1 bars vert. tied into lintels above Top of fcater iL" below finished floor #5 bars cunt. bottom steel ARAGE STEPDOWN S,C`bLF 1/2" = V- -_I `30"x30"xl6" concrete column footing with (4) 45 bars each way DETAIL Wolto #5 bar cunt. in curb, Curb height Verrfo based on foundation plan- Is n O Contractor to provide v0 proper foundation chairs for proper steel installation N SLAB EDGE DETAIL 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap Corner Steel Lap �at each filled cell Fill cell with concrete and (l) #5 bar vert. (topical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for / spacing at openings 4" concrete slab with frbermesh OR VxL" #10/10 WWM on L mil Visqueen ova ,/ clean compacted termite treated fill 2" x V PT wood secured with 1/2"dia. x L" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Gara(4e Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT nits Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location r I de- i° vo Single Filled 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 Braden it Braden AiA, PA Architects - Planners r411 S.E. Coconut Avenue MB Tel : (112) 281-8258 Fax : (112) 281-8283 !=-mail: bradenaiascomcast.net 1 14'-0" 1' 41 h' 1 20'-0" 1 r--------- ° F z° J — F J �L— ®L_ 81 O Filled cell under girder above I I 24" i I I Rear Patio/Slab O r J to be poured separate from the house slab. u1 ®I I o I Thicken footing to 24"w x 14"d x 24"L I I FI under Pilled cell I n under girder bearing. ° Q FIR] Q ° L--- —\ —-----FI-- — — — - I a I Rear Patio/slab to u 0 c be flush with bottom of Waa� I sliding door race**. slope 1/2 I I °I I I I I I I I FI l H.B. I I I 4" concrete slab with fiber ash OR I Cx6" 1110/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill o I I °I i /\i FI I I ° I m I I ° 4o I o I� � ., 1 o A/C ° r—--------w.H I #1 I 4'0 Steel Ballard F1 I r m filled w/ Concrete0 Fif 5 ° I 4 to;I IFQIaI I I ms I Ems; I I I I `E4L- I I I I 3vJu = I L__�a4111 I I ° I a`' N I oo I _ is -a N _; I °�.� I.IJ I ° Q- E O \ V O go - ° -TAT-T-T-T-T- I/\ . i$ " I -� e I I i I i i ° tF�S(J ` - u w It, X I ° (L O ® I L—---------� ° F ° 1.5" Recess for ° ° ° °° ---- — — — ° ° ° ° --- arage Moor J® © 3'-5" 9'-O" 3'-5" 6'-2" II'-6" 6' 12" x 12" concrete column block Pdle with concrete qnd 12) #1 bars vert. tr into lintels above Wynne Building Corp. Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Sire ofecriPtion I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-O" Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn bg: C.C.U. Checked bg: D.R.B. Sheet Comm # 12-2b 3. B OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. IS" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on ress re for roof stated in permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone I Ifof8d ring shank 45 psf Zone 2 6" 8d ring shank 16 par Zone 3 " 8d ring shank 84 psf ** Zone 3a (v 6" #8 wood screw 112.5 psf ** Use nails or s rewe based on res ure for r of stated in permit info �ox on these plgns i or zone Concrete / Lintel Column Verify With Plan 12"x 12' 1 Column Block Reber Reber 4s Bar Dla. Min. Overlap to Llntll Attachment Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steal into continuous beam block steel. t,_ Provide Cast -Crete =_ -r 8U8-OB/OT precast --- -= lintel set in mortar _ Min. 8' Bearing--- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck :ached per jamb ails into filled at 4" Pro -cast Bill it Y _- Filled Call Provide #5 bars with min. 48 bar fiameters overlap in filled call. Tie Pilled call steel into continuous rooter steel. R-II batty Trusses at 24' o.c. we shop dramings� by others R-30 Batts batts Kim 4 "'Frame ceding transition as needed using metal studs 1-4 rheld verfli exact configuration and sizes Drywall tailing sea typical section Ceiling transition Insulation Detail nts :: �; .. ' .. r ,. •. Concrete Footing `L fees tooter x Ulf for exact axes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I"-0" Poured Co, concrete SINGLE PLY REAR GIRDER TRUSS Nol 2' x 4' bloelung to vei't. leg of truss with IOd x 1.5 nails at 4' oc. 'v Install Simpson MGT into mall win n 5/8" dia. threaded rod tern. 120 \HY/" into net beam and (22) lead nails into trues TRUSS BLOCKING DETAIL Poured Concrete AT GIRDER STRAPPING concrete block AT CENTER BEARING POINT nor facture NTS n 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/3Z' CDX Plgwood nailed at L" 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 2L ga. 5v crimp metal roaring attached to plywood clack using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V 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 this *beet LINTEL SCHEDULE Mark flint ex Lintel Castdeaitwn 8 Rates of • A� ock Bottom Stool saw Tarp Stead � max oad (PLF) Ha Loud MLP) max Load fPLP) L22 2'-2" 3'-L' GPO-®B/IT 1 85 3061 591 1024 LSI ; IL 4'-O• OP8-05/IT 1 =6 2MI IU3 163 L45 V-V 5'-10" 61"111 IT 1 a5 111 104 331 LBO 6'-0" V-V BF8-OB/IT 1 #6 We 936 121 LLO L'-8' 11-L' spa-OB/IT I a5 loll 121 934 L80 9'-O' II 011`8-IB/2T 1 *5 2 95 152 591 612 L10 1'-O' MY-L" SPa-I8/2T 1 85 2 86 L43 530 401 LaI 11 10r-4' BPIL-I5/2T ONE 1 $5 2 85 533 nos 401 LIOO IO'-Ow I W-4' OP9-I5/2T 1 s5 2 a5 592 444 452 LIOOB 10'-O' W-4' aPht-I8/2T ONE I s5 2 $5 11144 1020 452 L120 IW-O' W-4' 1111118-IB/2T 1 #5 2 a5 411 1 428 324 LI20B 17-0' IS'-4' SPIL-I8/2T ONE 1 s5 2 a5 WIS 110 324 LMO W-O' W-4' aPIL-19/2T ONE 1 #5 2 86 11250 601 2541 LW IC-O' M'-40 SPs-18/2T 1 s6 2 96 Soo M2 194 LII W-Om 11'-4' I SPIL-I8/2T ONE 1 85 2 s6 150 500 1 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24' o.c.) suppporting Max. 18101ba. uplift Aluminum Drip �" Edge t Fascia a" 2" x V Sub -Paste Kalican full o vent vinyl soffit installed wing 1/0' dia ahank x IS' long gels. 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) #1 bars vart. tie into lintels above thicken edge to II with concrete and one #5 bar continuous BEYOND Top of tooter 16' below finished Floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss With (2) IOd " �i,ls� at each web hI lath vertical wood a to provide ration nRo 3/4' penetration wembers 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each fulled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan C3 Slope per foundation plan m I Uummum Panel lees per manufacturer See Tunica) Stud Detad 1/8" x 3/32' Wing Nut w/ appropnata r's we and spacing per manufactureDetails .Stud Detail Stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4' SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss IRE -ENGINEERED WOOD TRUSSES e 24'o.c. TYPICAL ( shop drawings bg manufacturer ) � rr X � Qu N H1oUJ a 70 a a ad ti SO A °° cn V- U (y a I Brace Gable and with 2" x 4" SYP #2 min. eft back nailed to bottoms of top chords using (2) IOd nails at each truss R-30 blown fiberglass a z = w O tr ,Q in bottom chord of trusses d o fa I/2" drywall with smooth finish ZO o W Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute lintel filled with concrete and (1) #5 grecast ar cont. for bottom row over openings 1/2" drywall over I' x furring Pli-foil to 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. do Mortar to be Tgpe "M" only proportioned Der FBC R601.1 Mortar and joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. threaded rod with min 12' embedment hurricane anchor at each truss into beam (22) IOd either wet set or In epoxy with nails into truss. Add blocking to ( 2�" o.c.) supporting Max. pp 9 truss leg per detail on this sheet ETA 2® 1810 lbs. uplift 'I L WIN Jou WA ru V5 NAW"Er"'A I I A FA 016. WNWA VAEA i I M�WA WMA I I I M1001 W-0— CEIRA WWMA, Niiwo M LV all 11��Wffnd PVI MFO Sy Crmip Metal rod,na FL 1111111.12 W WI screws ft 2) 30 lb fat lagpot 2. SLOPE ve!lg* 0A i lwaai .�I�ICI�I�IMI��I�I�I�I�I�I Fill cell with concrete and ROOF FLAN (U #5 bar wart. (typical).. " ppng shall not owise noeexceed 48unlesstherr Wood see ng at openings plan note* for Sass spacing at — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J/ 4' concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xb' #10/10 WWM on L 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 Tt4wcal Section at Front Forcl- N W C4 W a =x e- to �r_ IQC N43 � 1° nL n r ` yo 'a ui ti in as 00 CL E OD ra tT), 10 'r v- N s cv W 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 -2-19 PANEL "A" Palo BR Lead Ulm Descnptam cwc# amiss Dowipten Wire Lead BR Pelee 1 20 1.2 ka $12 Rernprstor I Raise #L 12.0 ks 50 2 1 20 1.2 Its #12 Cloths Washer 3 1 20 IS ks *12 Kitchen S.A.C. 6 A D 810 5.0 Its 30 2 1 20 1.5 ke un Kitchen S.A.C. I 8 1 20 #12 Bathreem Recepts 9 10 Arc Condepoor #10 6.0 km 30 2 - 1 20 1.2 kg #12 Dishwasher II 12 I 20 L2 ku #12 Miaosave 13 14 Arc 14wda 810 6.0 Its 30 2 1 16 - #14 General LightLng I6 IL I 16 #14 Gonerd Lnghtmg 11 18 WH $10 6.0 kw 25 2 - 1 15 - $14 Gaiwd Lighting 19 20 I 16 814 Genwrd Lighting 21 22 Goo 812 0.91 KW 20 1 - I 16 #H Genial Lighting 23 24 Spam swo J 26 1 24 1 Spam Spare 21 2S Spam so" 211 3o Spam PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, walla wig: lt:)......................... , $mall. Appliance. Circuit(ta ........... . . . . . . . . . . . ....... ,Range .......... ......... ........................... ... Rahlopfptor.................................................. Microwave Dish Washer ................................................................. Clothes.Wasllar............................................... Clothes ,Dryer ................................................ Water, Heater ................................................. garage. Door.Opener.................... ...,...... _.,..... 1135 3 saos 2 1,500 3 000 1 12,000 12,000 1 1,200 1,200 1 1.500 1.500 1 12-0-0-1200 I I 00 I 00 1 5 000 5 000 1 4.500 4$00 1 810 810 Total Watts I 35.LIS First 10000 Watts e100% 1 101000 10,000 Remainder 2SA1S e40% 1 0 10.246 Electric Heat or A/C 10.000 e45% 1 10,000 10.000 Calculated Load Watts 30.24116 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 12L.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Satoh ® Recessed Can Light Daiwa Pala Batch 9 EV@W Recessed e Push Button Switch 0' Exhaust Fan D Outlet Coding Masted Light Special Receptacle ♦ wan Mounted Light ground failift circuit Light with Pull Chan (attic) ® Floor Duplex Outlet Computer Connection Jack ® Carbon Manaode Detector 4& Flood Light Q Thermostat m Electrical Panel +� Central Vac 8 Electrical Meter Q8 Smoke Detector Ceiling Pan ® Television Jack © Telephone Jack Ac oisc A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ®I Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AiR 10 CFM IOpdOxt MASTER BEDROOM 143 CFM IOxlOxi 12x12x9 B/A LN B/A CLOSE Kent-thu_ Soffit *109A7H i FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd -------- 2" PVC Schedule 40 conduit 2" PVC Schedule ISO 40 conduit sleeve IS into attic MCB PANEL AHU PANEL , 200c rated meter can 200a rated meter can ME ME ER Intersystem bonding ME ER Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' riad service FPL 2" naid service FPL I� ground rada---___ ( I ground rods ---- --- ELECTRICAL Ri+SER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: OPTIONAL PATIO/SLAB - ° I ° o^ PATIO/5LAB I CAR AT RO M _ I c I Irears I9 Con coding �149 CFM I0( I IOx1Ox1 - 1200 L - - - - - - r- - I_T �` I r R nx o I 4% A/C w.H. I 1 #1 - 17" I F_�I I Ash& II =GI I j I L-----J IQ I 150 Ampr- Meterril hPanel ff GARAGE r----------------- i I I I I I I I I I I I I I I I I 1 I 1 1 I 1 DINING ROOM ATH� 232 CFM 12xLx1 \ SECOND 1 BEDROOM 1 1 12x12x8 "N B/A COVERED PORCH MECHANICAL LAYOUT SCALE: 114" = 1'-0" I. Use copper wire onlg Prom panai to devices 15. Contractor shall guarantee all materials and workmanship free defects a less than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all required smoke t Carbon of or period of not years ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI Protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. A. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall Furnish and install slab shall be spaced a minimum of three diameters or the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RMI1.02 the requirements necessary for the equipment to be placed in 9. (C R fri lit lines that are run thru slabs must be �G proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT 10, sTeevedaIn ALL A/C Equipment shall comply with onargg calculation 11. All work shall be done in accordance with the N.E.C. and local conduit. Braden It Braden AIAe PA II. All work shall be by a licensed electrical shall comply with all codes and ordinances, and shall the local 24. Dryer Vents to be installed per performed the be fully most all standard requirements of electric utility FByC RMI502 Architects - Planners 12. eontraetor, completed system shall operative. Contractor for and telephone company. shall pay all Tees, permits, testing, and blower 411 S.E. Coconut Avenue 13. inspections including testis where required. All work shall be coordinated with trades to 18. The electrical system shall be completely and effective) : (112) 281-8258 other avoid grounded as required bg the latest edition of the N.M.C.el interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shell be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenaia comcast.net against the publrc liability and property damage for the labels where applicable. w. r, w iww. .� e ♦ �wwwwww Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GIN Install owlet under disc. w H B not shown or Q clarity Vent thru a o�`fit F iC Meter OPTIONAL PATIO/SLAB s ,'Covered flora,%, MASTER EP BEDROOM WP GFCI \\ \ -5 I v _ - - Smoke / Carbon G R EAT i Monoxide Detector R O M / Combo S I C I GFCI _ I -' - I CLOSE © I I II GFCI I I I -m --J ---� GFCI I I NING ROOM 1 Fc ` GFCI GF I/ \ I \\ I I k F 9 1 KITCHLN-------I S� I /�4„ l 3,_2„ 3,_2" Nines F / C.M. Detector I per FBC R3'�4.3 Ill 111 r.rr� rn rani GF C 42" GFCI w.H. A t W J ` L 150 AmR FOpticn: Panel Pull aliens panel location light in attic 42" GFCI GARAGE II Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I i ELECTRiCAL PLAN Ilul O Cente ! \� ®� Nor Bf-DROOM Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Ill nne Building Corp. Spanish Lakes St. Lucie County Florida / WP \ � � COVERsir:r f-1 `P'-CRCH SCALE: 1/4" = 1'-0" Post Light with � `o Photo tall 1 C N Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn bg: G.C.U. Checked by: D.R.B. G'-31, O iv H.B. Exhaust Duct ^Thru Soffit Wire For Front Post Light Sheet F. - ,�b,rta� OF 5 Comm # 12-2� B