Loading...
HomeMy WebLinkAboutBuilding Plansla 4 1 SLOPE V-1' T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring hank nails spaced Vo.c. at all laps and two staggered rows 12" o.c. in fief Attach deck to trusses using attachment detail on this sheet \ D. O 5/8" thick light textured stucco on typical concrete block construction q . or � — — �.-�-.,.'�,=� Mot 5/8" thick x 8"w cut coral finished stucco bands L E 0N 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 plgwood 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 V and 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimo metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12' o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 4 o.c. at all laps and two staggered rows 12 oc. in fie deck to trusses using attachment detail on this sheet r, H. H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands L VATION NOTES: 'io 5/8" thick light textured stucco on typical concrete 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 Window or Doer. 12 SLOPE 4 it 1a" 5/8" thick x 8"w cut p •H• oral finished stucco bands ; thick light textured stucco on typical concrete block construction --———— — — — --- --,...,------------------- RIG tVAION SCALE: I/4• - II 5/8" thick x 8"w cut coral finished stucco bands h = Finished Floor Finish Columns with as IV 5/8" thick cut coral finished stucco bands 2' x 4" top plate II ' 1/2" drgwall ceding on truss bottom cord 1/2" drywall on x 4" studs at 16" o.c. base -board 11 1 � 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition FF3 -Braden it Braden, AIA, Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalaecomcast.net t 12 ell om 12 SLOPE 1,4 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 as. 5v crimp metal roofing attached to plgwood deck using #q x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Braced 6' o.c. at all laps and two staggered rows 12" o.c. in held. Attach raced to trusses using at dotal on this sheet 5/8" thick light texture stucco on tgpical concre block construction FRONT ELEV� Wynne Building Corp. The Grand Carlton Stanish Lakes St. Lucie Countg Florida 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 Plgwood nailed at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE 14 5/8" thick x 8"w cut PERMITTING INFORMATION (FORM 100) Flonda Balding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwldin Design sa Enclosed Risk Categorg: II Wind Velocity:IL5 mph ultimate Mean '• Roof Height: - Roof Pitch: 4:12Internal On Pressure nt: t0-is "jectability to damage from: Weathering: Negligible Termtes:Vera HeavuWidth of Roof End Zone: 3'-4' Wind Speed: IL5oph ultimate Wirre1d Exposure Classification: C 1.21 x O.L - 0.12Ldesign Adjustment factor for Exposure Height: ASD Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.6DL+O.LL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L pat Roof Zone: 2. + O.L/-51.0 psf Root Zone: 3. + 0.6/-84.0 pst Components I Cladding Wall End Zone Width: 3'-4' Components I Cladding Wind Pressure (NET) Wall one: 4. +335.8/-38.1 pat 0 Zo^e 4 1 Wall Zone: 5. +35.8/-41.8 pd WeIIRs Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? yes ; Roof Zone 2 Continuous Load Path Provided? YC Walls Zone 5 Are Components an Cladding DettaTs Provided? 7es END ZONE Miramum Soil Bearing Pressure: , Presumptive: X 113a Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPE INGS ®' Corner Zones Roof Zone 3 ROOF LIVE LOAD: 3-1— pd ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: 'i- pd FLOOR DEAD LOAD: 10 od JOB ADDRESS: (o Date Drawn : Revisions : GARAGE '�—aL—aO RIGHT Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm It v j� 12-2-1 B FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3Lstee" sh high bg 4" diameter l crapost. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t 50 ksi 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%s" q11" 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.I. concrete and/or 4,000 P.S.I. grout mix "3/e" ° 2i/2" 4. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. ° ° 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. /2" 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. h2 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 ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All ex osed attic insulation materials installed on attic floors Shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L' P.T. Buek Waded to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attaehmen with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C960, C1002, C104-1,CII-i-1, CII-18, C1218, C1395, C1396 be or and shall installed according to the following: (FBC R�02.3.5) Drgwall Thickness Location Orientation Framing Member Spacing Maximum Max spacing of fasteners Nail siaang options for installation of drgwall into wood framing members 2' x min. thickness Nails Screws Calling Perpendicular 24" in 12" 13ga 1 3/81" long with 19/64" head 0.048" diameter x 1 1/4" Ionqq annular -ringed or 5d cooler nel 0.080' dii°x 1 5/8" long with 15/L4" head Walla Either Direction IV 8" I6" OR Ggpsum board nail 0.086' die. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/64" head / 0.098" dia®Rter x 1 5/8" Ions annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with 1/4" head Walls Either Direction IL" e" IL" OR Ggpsum board nail 0.0915' dia. x 1 1/8' with 19/t4" head. Install SGD thru buck into block with 3/IL" tap -con with penetration at L" o.c. max. from aach corner and 20." o.c. max thereafter at head per product approval AREA CALCULATIONS Living A/C = 1446 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 1 4� 2" ,. MASTERBATH 1 2" I e LAV-1 1114 2 N LAy-i 2" 2" " win-i 1 WC-1 s• vTR r AAv 2„ LAUNDRY " 1 2" �I5-1 3" I KTICMEN 6T-i " 2" 4 BATH >52_1 To septic PLUMBING RISER It x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door Use 3/I4" tap -con with sliding door 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max n Masonry Wall thereafter at sill per product a royal 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 26 d ga. 5v crimp metal roofing attached to plgwood deck using u9 x 1.5" woo 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' and 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 Simpson HETA 20 or equal hurricane anchor at egch truss 12 with (10) Iod x 1 1/2 nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 4 at 24"o.e. TYPICAL Is101bs uplift (shop drawings bg manufacturer) Aluminum Drip -y \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drgwall with smooth finish 2" x L' Sub -Fascia Two rows of beam block filled with concrete and (U u5 bar cont. in each row. Substitute Kagcon full o vent vinYI soffit installed precast lintel filled with concrete and (U 1i5 using 1/8' dia shank x 1.5' tong gale. bar cont. for bottom row over openings rao�ng nels with 3/8' dia. head per product approval - we chart sheet a1 1/2' dr wall over I" x furringg strips at IL" o.c. with R4.1 ?1-foil insulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete T and shall meet all pertaining ASTM codas. block construction iA Mortar to be Tgpe "M" onip proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.I. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) u5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled call (D u5 bar vert. (tgpical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR L'xL' #10/10 WWM on L and Visqueen over clean compacted termite treated fill a Grade '� IIIIII =-� s i�iIII_II Illlli��iill ��'�I._IL111111�1 III ,IIII II IIIIIIII=� � w x 18 Concrete footing with (2) s5 bars coat. and #5 14" transverse bars at 48' o.c. TYPICAL SECTION Scale : I/2" = 1'-0" Bottom Track---Tgpical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with Sliding Door D e t from e1 1/2" penetration at L" o.c. max. ach corner and 20." o.c. max thereafter at Jambs per product approvalJamb At Masonry Wall NTS Window Schedule Mark S1Ze Rou h O en. Window Description PRESSURE ZONE I. 4'-5%°x V-3 %a" 54Y8"x 63%4" Single Hung ZONE 4 2 L'-2ia"x 5'-3 ia" i5' x 63 i4" Single Hung ZONE 4 3. '-2" x '-2 1/2` 2T2 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 1 54%"x 54V' 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 Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O' 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-8" 41'/4°x 83%4" Fiber lass Panel - [naming ZONE 4 C L'-O" X L'-an 14' x 81 ''/2" mot°" I Sliding Glass Door ZONE 4 D 2'-0" X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2" E 2'-L" X 6'-8" Solid Core - Wood - L-Panel F 5'-0e X P-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x 1 s/;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-ao Solid Core - Wood - 6-Panel J 2'-L" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2`-8" X 1'-8' Solid Core - Wood - I. -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor With manufacturers specs pro t construction It 34'-O" 12' x 12" Concrete column block Pilled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch EGRESS 12'-8" u n C MASTER 8'-0" to 9'-1 ' A.F.F. BEDROOM Vaulted ailing e'-O" A.F.F. G R AT Flat Ceding R OM 1 1 1 1q e„ Robd, Shelf 4 i I rI I d) I a- 8'-O" to 9'-8" A.F. 2" x L" knee -wall Wid L S E T Vaulted Ceiling I below counter top DINiNG i I ROOM I ,F 8° `Rod Shelf - I a as Vanitg to be I 34 Y2„high I ° 11'-0 3/4 9 y4„ o Highh Wall a I 3'-e" KylTCHEN ao - - iTver-hang - 8'-0" A.F.F. n Flat Cedingat - g 10'-5" O Upper cabinets to extend over 0. 3 H # 2 L_ �• _RA ft Rod t Shelf 8'-O" A.F.r.OL 'Bus Flat Ceiling ~ LL� m SECOND N BEDROOM :04 EGRESS 12" x 12" c p ith concrete I 5'-4" 9'-6" Install windows thru buck into block with 3/1V 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" c.c. max Exterior face at head and will per product approval of wall '� / \ Buck to be It x 4' PT AME 00 d- BAT H.1-0 -Ii axe P 4 Steel Ballard m j I:age 22 x4detail an tMs ehee Attic Access Provide auto I with 4fht 1 closer L00 - L,_a„ 4" 150 n m Panel O e column block Pilled C Y E R D 2) 91 bars v rt. tied O R C tole above \ 2,_8„ 2,-8„ 3,_5„ F 34'-0" "x4" P.T. Buck Waded to INSTALL VULKEM BLOCK SEALANT I with case hardened Wade ON ALL JAMB. HEADER, AND Detail a t l U I n d oW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a i l at D OOr GARAGE 8'-4" A.F.F. O Flat Ccli eiling O r----------------- 1 Block wall in- I garage to l be f I struck block 1 X \ I I tt At I 9'-O" 15'ar14 Exterior face ° O Vent v I filler cc eter Attach buck to block wall with 1/4" dia. Elco comic screws with min. 1 1/4' penetration at 12' O.G. max and 4' max from each corner thru 2" x V PT Buck Or O COWS rUG IOW NTS INSTALLATION Date Drawn Revlsl0l'Is Braden It Braden AIA, PA Wynne Buildina Corp. : Architects - Planners 3-2to-20 411 S.E. Coconut Avenue GARAGE Drawn by: Tel (112) 281-8258 The Grand RIGHT C.C.U. Pax : (112) 281-8283 E-mail. bradenaia9comcast.net S apish Lakes Checked by: Attimrt 1=L %4ggc seor'nnnn%o S . Lucia' County Florida p.�.g. FILE CO` creme thou Jamb into buck age and 15' o.c. max and prior to door attachment .NTS Sheet 2" OF 5 Comm it < 12-21 FILE CO` creme thou Jamb into buck age and 15' o.c. max and prior to door attachment .NTS Sheet 2" OF 5 Comm it < 12-21 0 1� 1.1 t,� I U r`. f -' L I X %, / I >_ ,7 : 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION 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 (DL+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-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. IL 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 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. 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 SCALE: 114" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" If Soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. area shall be re -treated with a chemical soil treatment including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy Of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-16 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/ i _ 30" overlap Fill cell with concrete and E at each filled a (1) #5 bar vert. (tgpical). Thicken edge to II Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR = 48' unless otherwise noted one #5 bar continuous 11 #10/10 WWM on 10 mil Visqueen over Contractor to provide Base see foundation plan notes for clean compacted termite treated fill m proper foundation chairs oP spacing at openings GRADE-,., for proper steel Installation 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade 2 PORCH SLAB EDGE DETAIL 30" min. III 14" w x 18" d Concrete footing - SCALE 1/2II IIOII IIII' -= - with (2) #5 bars cant. and #5 transverse bare at 48 o-c. #5 bar vert. w/ I) TYPICAL FOOTING DETAIL ® SCALE 1/2" = l'-C 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan �� \� 1 DETAIL AT 12' x 12' concrete column block filled with concrete and (2) a1 bars vert. tied into lintel* above Top of tooter 16" below finished Floor #5 bars cont. bottom steel RAGE STEPDOWN SCALE 1/2' = 1'-0" \30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" #5 bar cost. in curb Curb height Verifg based on foundation plan - Grade ■ 30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (U #5 bar vent. (tgpicaD• Filled Cell Masonry Column With One Max. sppacing shall not exceed #5 From FootingTo Tie Beam Wood see foundation planenotesdfor Conc. Fill To e 3000 PSI Base spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill t! 'v i7t? 9 Sin le Filled Cell Column _ -: NTS -- 14'w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. CURB DETAIL SCALE 1/2" = 1'-0" 2" x V PT wood secured with 1/2"dia. x V expansion anchors with 2" sq. washer 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 INFO BOX ON SHEET #I. SEE PRODUCT 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 t Braden AIA, PA Architects - Planners 'Ili S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaiaecomcast.net u u m 2 .r �v 34'-O" 20'-0" 1 1 14'-0" — ICJ 10'-01, I — — — _ _ _ _ J Filled cell under - girder above I FI 1 4° I - Rear Patio/Slab I�LU l to be poured separate L 4 from the house slab. I I oifI� I Thicken footing to I « " 2 " n O I w under filled cell FI 1 ° ° 11011 1° ° under girder bearing. ° r — — — — — — — — — — ------- — ---� I I FI I Rear Patio/Slab to I I be IF with bottom of I sliding door recess. I Slope 1/2" 1 i i _i _i I 1 i FI I ^. I 32'-S" I 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 7 FI I I I\/ I ° V I ° I �I o ❑I r I H. — — r - - 4'40 Steel Ballard 9 W J� I 0 filled w/ Concrete b I'31 I I I Ems°' I ---_ I Cy °ol E ° � oN 1 oL------ I� t1) Uo= I 10 o o I # m i I 14 -6 r ��----�--- F- --® -r. r-_ 4. ° — o J -4 J3 L- 2" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie CourI Florida 91-01, 1 7, COOL e ST. LUCiE CC UN-1 BOCC 0 i N 4'-0° A/C O I a- FOOTING SCHEDULE Mark Sire Deacrotion FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 128W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY S"W x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' Date Drawn Revisions Sheet Comm # G3-26-Zo GARAGE RIGHT Drawn by: C.C.U. 3. 12 _ 21 Checked III D.R.B. OF 5 Provide #5 bars with min. 48 bar Trusses at 24" Simpson HETA 20 Strap truss to wall using Simpson MGT with diameters overlapinto beam. Tie rifled cell steel into continuous beam block steel. Provide #5 bar set in pre -cast lintel into beam where 1. th or 8 the opening cells for it. o.c. --�jsee shop drawings j' by others hurricane anchor at each truss „ ( 24 o.c.) supporting Max. 1810 lbs. uplift ETA 20 5/6 dia. into (22) threaded rod with min 12 beam either wet set or d lad nails into Cruse Add truss leg per detail on embedment poxg a with blocking to this sheet GIRS-Ob/IT SIRS-ID/IT efe-18/2T ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws band on presslire for roof stated in permit info box on t ese pans for zone 3 Ice Area Ede Field Fastener Pressure Zone 1 6 to6 of8d ring shank 45 psf Zone 2 It 4 6" 8d ring shank It. Pat Zone 3 4 4 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw, 112.5 psf ** Use nails or s4rews based on Ares ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel COIUmn Verify with Plan 12"x 12" lumn Block R-30 Batts Provide Cast-Crete- k 81.18-013/0T precast ------ - - l- --- _­". )(�, lintel set in mortar _ °_ _ - R-11 batts Min. 8' Bearing _ - _ _ _ _.. R-II batts • f,a I ' •.. , .`.�' ' . .. � NO G.�. id TH15 P .INGf.UDEa Frame ceiling transition i lei i j'1', i as needed using metal studs jProvide PT Buck j t oared Filled Cell field verity exact configuration attached per jamb i i details into filled cal and sizes Drywall ceiling i -`.I i - `i see typical section l I I I 4' -cast Ceiling transition Insulation Detail r ere 1 i ill - nts - - ul Provide #5 bars with min. 48 bar .- iameters overlap in Filled cell. Tie tilled cell steel into continuous �. �, r I"•` *:r Concrete Footing ?a', '.,,..,)�'y'= lase rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SIKC,If F, PLY REAR G=ER TRUSS Not 2° W:isn,p to vim" leg of truft woi* ',,E fA dells at 4" O.C. Installinto stall using 6/9' do i 0pd . ` i° t min. 12' rotes ) f a (22) 10d nails into truss `I#-1 Rebar Rebar 48 Bar Dia.4 1 Min. Overlap TRUSS BLOCKING DETAIL to L. I n t e l A t t a c h m a n t AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/9' thick Ii ht textured stucco installed per ` I SEAM ASTM C 929 over ASTM D type 2 paper backed wire lath nailed 2 substrate through one layer of ASTM D Type 2 felt paper using Bid nails. Substrate to be 19/32' COX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #II651J2 2L ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" w 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 V and 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 BI Two rows of beam block filled with concrete and I #5 bar continuous in each raw. Hook Vert. bar over top bar with #5 90° bend bar with a 10" min. la at t bar. p recast Lintel n u u \`\� Lintel Bar Clear A B CLEAR Length Length Span Bars Bars T-10" 2'-8" I'-6" 2,#3 none 3'-4" 2'-2" 2,43 non12 4'-0" 3'-10" 2'-8" 2,#3 none Simpson HETA 20 or equal 4 Zr anchor at each trues 4'-6" 4'-4" 3'-2" 2 #3 none with (10) IOd x 1 1/2' nails ( t 24" o.c.) suppporting Max. I 5'-44 " 5'-2" '-O" 2 #3 none BIOIba uplif, 5'-10" 5'-8" 4'-6" 2,44 none 4'-61, b'-4" 5'-4'° 2,44 none Aluminum Drip Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable and trues with (2) IOd ds at each web -#5 bars — t` y Edge t Fascia 5/a• tlaa �turco � rss' Ii-rib lath none 2" attached iL,, ;*�;sontaf and vertical wood framing site rails as ataples to provide AIL-ie/IT sIRIL-le/2T 8'-4" T-10" T-O" 2 #5 none " 2 x 4 Sub-Fasci no Iaw theirs pmnatration into horizontal mwod framing and 3/4' NOTE5: penetration i1K0 vertaaad urxzf rer?r,mg esmbers I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=e" ALL reinFornng steel is grade 60. Kaman full o vent vin I sorfit iretailed 3. standard for remr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark w111lows unit Width Lintel Srae Cast -Crete S tication of " qb�l Bottom Steel Sasr Top steel Sis Max Lftt�atd (1aLIR) Max Loud (PLIR) KsK I Lateral Load (FLF) L22 2'-2' V-6' SIRS-OBAT I s6 301141 1669 1024 L31 2'_Le 3'-i' 4'-0' BIRS-OB/IT — 1 86 26N 13L3 1L3 L45 4'-6' V-IO' are-OD/IT I a6 1105 909 334 L60 6'-0' L'-C SIRS-OB/IT I $6 1238 ass 121 LLO L'-S' T-P SIRS-OBAT 1 86 109 121 934 Lao W-O' 9'-4' SIRS-I8✓2T 1 96 2 s6 152 691 512 1.90 1'-O' 10'-L' SIRS-I8/2T 1 96 2 s6 643 630 401 L905 T-O' 10'-4' SIRIL-US/2T ONE 1 $5 2 $6 1633 us 401 1.I00 KY-0' I11-4' aFe-18/11T 1 #5 2 86 $82 4s14 452 LIO08 KY-O' I ir-4' SIRIL-15/2T ONE 1 IK 2 $6 is" 1025 462 LIZO 12'-CY 13'-4' SIRS-II'1/ZT 1 95 2 96 411 428 324 L1208 12'-O' IV-4' SFI6-115/2T ONE 1 86 2 us 1015 110 324 LHO 14'-O' 16'-4' SIRIL-15/2T ONE 1 a6 2 s6 1250 1.04 269 1.160 W-0' IT-4' SIRS-1e/2T 1 96 2 a6 3oO IY1 M4 L1608 W-O' 1'-4' SIRK-as/2T ONE I a6 2 s6 960 600 R4 - 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. usin1/8' dia shank x 1.5' long gaiv. raffling nails with 3/8" die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom oP sliding door recess. Step per foundation plan a Slope per foundation plan m I Brace Gable and with 2" x 4" SYP #2 Oft back narled to bottom of top chords using (2) IOd nails at each truss N w N fJJ � X 0 C (Y W I- n LLI a 2 s U1 a � � u a1 to p u N cS i PRE-ENGINEERED WOOD TRUSSES w 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (U #5 or cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4fli.1 -foil -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. onig proportioned er FBC RLOI.I and Mortar joints shall comply with FBC RbOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill Bell with concrete and (D #5 bar Vert. (typical)- I\\ v 'Max. spacing shall not exceed INN 15 I I VAN MA114 mAiroull I 11 BAN WE A IN WA ArFAMA ArrIA 1 Gulf Coast Subblu and MFG S,e Crimb Metal roofing PL #111.51,12 wood screws with self scaling w� sher at 12" o.c. max 'icing over ASTM !IN a 2) 30 lb felt underlaginvit, installed with min. 4 side laps and 4" I'atbs fastened with corrosion re.'stant tin cabs an wf�h= .1.25Fpa shank i attacfime�it dotal on this act IN FLAN a A � X r N= a UJI `a ti O E OD N IT) a W �~ �/C Brace Gable end with 2" x 4' SYP #2 min. �Oft back nailed to bottom of top chords using (2) 10d nails at each truss 48" unless otherwise noted Wood Base spacingnattope nings notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" an coin WWM to L and treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated Pill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE IIII =III III - I 1 II r III IILIIIIIIIII �� l�7�I I'�I Typical Section at Front Porch u u Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenafascomcast.net s 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 Wynne Building Corp. Date Drawn Revisions Sheet 3-2L-20 The Grand Carlton GRGHTE Drawn by: c.c.u. .4. Stanish Lakes Checked by: St. Lucle County Florida D.R.B. OF 5 FILE Comm # 12-21 B 1-2-19 PANEL "A" Poles BR Laid Was Description arcs arcs Description Wee Lead BR Pokes 1 20 1.2 he #12 Rerrgerater I Rove #L 12.0 ks 50 2 1 20 1.2 ka #12 clothes Washer 3 1 20 1.5 ke $12 Kitchen S.A.C. * c Draw 910 6.0 kw 30 2 1 20 1.5 Its $12 Kitchen S.A.C. a 1 20 812 Bathroom R"apts 9 10 Arc Can sir $10 5.0 km 30 2 - 1 20 1.2 kw #12 DmhnWw II 12 1 20 1.2 Its #12 Microwave 13 14 Ae Harder 810 6.0 kw 30 2 1 15 814 General Lghteg 15 la 1 16 $14 General Lighting 11 19 WH $10 9.0 km 26 2 - 1 16 - $14 General Leghtag 19 20 1 16 - $14 General Lyhtaq 21 22 GDO $12 O.SI KW 20 1 1 15 - 814 General Lg" 2$ 24 spare apse 25 26 Spire spwre 21 28 Spore Sere 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General„Lighting„(3, watts„sg.,ft.),,,,,,,,,,,,,,, Small, Appliance, Circult(s)................... ................ Range ....... ......... ......... ......... .............. .Refrlaera.tor.................................................. Microwave..................................................... Des...........Wr........... ...ashe......................................... Clothes..W.aahor............................................... Clothes..Prysr................................................ Water, Heater Garage,Door... Opaler ....................................... 1135 3 5,205 2 ISOO 3,000 1 12.000 12.000 1 1,200 1,200 I I 00 I 00 1 1,200 1,200 1 L200 1,200 1 5.000 5,000 1 4.500 4 00 1 810 810 Total Watts 35AI5 First 10000 Watts 0100% 1 10.000 10,000 Remainder 25AI5 e40% 1 0 IOA49 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 304144 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps or Electrical S mbol Legend 5 Smgla Pow Switch ® Recessed Can Light Sal Double Pale Switch Eyebay Recessed P6 Push Button Switch Exhaust Fan -9 Duplex Outlet ¢ Calling Mounted Light -0 Special Receptacle ♦ Wall Mounted Light ftWaterproof ground fault eireutmLmmtw Light with Pug Chem (attic) Flow Do" outlet © Computer Connection Jack ® Carbon Monosde Detector 4& Flood Light T Thermostat Electrical Panel ® ® Central Vac IE5 Eleetrueii Motor ® Simko Detector Caring fan ® Television Jack 0 Telephone Jaek q DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® I Speaker Hook-up F� = JUNCTION BOX TO SUPPORT A PAN Q an THERMOSTAT LOCATION B/A = BALANCED AIR H.B.4 Vent _t7th�rru__ Jon i It FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #I THHN Copper With #1 Grnd - 2" PVC Schedule 40 conduit ISOMCB 2" PVC Schedule 40 conduit sleeve AMP into attic MCB PANEL AHu PANEL AHIJ 200a rated 200a rated meter can ^ i" 1 meter can n Intersyatem bonding Interagstem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2' rigid service FPL n GEC Ba& J,c a wire GEC tBar&#�'c a iire o 6alvanned o 6avarmed ground rods ground rods n ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER e - 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 conuction shall be verified rior to construction - Verif AIC/KIC Rstin rior strto ordering equipment - Verify AIC/KIC 'Ratingprior to ordering equipment ELECTRIC NOTES: PATIO/SLAB PATIO/SLAB I I GR AT R OM I I I Center Registers 169 Clam on calling fan 1Ill c i DINING ROOM N 1211 19.3 Claim IO)dOxL MASTER BEDROOM 10 CFM IO)doxL ILJ A!L(8) aCJ11B/A SET CF / i - I r---r 41 a o I 153 CF 1 � a 12x12xi ,I 1 I I I I IL' I 2312340 1 I L Jim° SECOND BEDROOM i 12)d2x9 1-11 B/A i!J ui I .H. ° Lu I �, :w ce'. j� 1 Q I At L _esth tgllt _ J Je - t-Z�J COVERED PORCH MECHANICAL 1. Use copper wire onle from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a lose than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke Il Carbon of period of not years ordering. The 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 or any wale selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. 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 ang 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 of the ALL rooms. all items for a complete electrical syatem and provide all largest conduit or pipe from ang other service. S. A/C Return Air Balance Must comp)gg w/ FBC RMIL02 the requirements necessarg for the equipment to be placed in 9. A(C Refri t tines that are run thru slabs must be �� proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved in 10. ALL A/C Equipment shall comply with energy calculation I1. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. 24. Dryer Vents be 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility to installed per FBC RMI502 contractor, the coin Igtad s stem shall be fully operative. lees, and telephone company. 12. Contractor shall pag for all permits, testnn� and 13. inspections including blower testing where required. All 18. The electrical syatem shall be completaly and effective1 work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19, All maternal shall be new and shall bear underwriters' against the public liability and property damage for the label* where applicable. 150 Amp Panel GARAGE 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 I LAYOUT SCALE: 1/4" = I'-0" Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Pax : (112) 281-8283 E-mail: bradenaiaecomcast.net -y-ant-thuL Soffit eter H.B. Exhaust Duct Thru Soffit- I�--�,,,� VI/ covered Porch `*, MASTER BEDROOM V � l WP GFCI % va) EP= / I // GR AT Smoke / Carbon - - R0 M Monoxide Detector Combo I O I M I I S, Ieme tLPSET II I L - - DiNING I 1 GFCi ROOM \ I i G CI .i-1 / ICI GFCI 5i2 a J 1 J ►I � I ----- KiTCHEN I C Hines CigM.pDeFSG 3'-2" 3'-2" 124" \ R314.3 ��� \ {�. O� M n ®` r - m / ! enter > OS COND BEDRO®dl IJ v B A -a 14 qP 1 / Wire For Front Post Light WP GFCItQVIERED GFCI tle xAu„a I Optional PR 1510 Amp panel location I / Panel Pull chain / light in attic 42"h GFCI GARAGE Garage Door Opener I I I I I I I I I I I I I I I I I 1 REVIE;�,_° ,. �, ELECTRICAL PLAN L'-3" Wynne Building Corp. The Grand C Sppanish Lakes St. Lucie County Florida 0°^�Post Light with I Photo cell m N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc. N under disc. En not shown For clarity Q eter Q v- SCALE: 1/4" = I'-011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I-f.16 sq_ ft. required Provide A Continuous Vented Soffit Date Drawn : Revisions G3-2L-20 GARAGE RIGHT Drawn by: C.C.U. Checked bg: D.R.B. Sheet Comm 9 E-1 12-21 B OF 5