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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (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 1�aced 6" o.c. atallIaQs and two staggered rows 12' o.c. in field. Attach .4 ♦n t...... ..... t.�l...�.+ .ice+.. .... +1... .h..+ 5/8" thick light textured O , stucco on tgpical concrete E:E block construction 0' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' 12 4 1 SLOPE_ i ELEVATION MOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11"1.12 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 (tgpe 2) 30 lb,felt underlagment installed with min. 4 side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses usna attachment detail on this sheet /8" thick x 8"w cut )ral finished stucco bands ... v ... u..w v... �Wl u. :9WGGu url 4lI [.url(.i o66 finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted Gulf Coast Supplg A and MFG 5v Crimp Metal roofing FL #11451.12 — ny changes to this plan shall be submitted to the architect 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 for approval In writing prior to starting construction. (type 2) 30 tb felt underlagment installed with min. 4 side laps and V end /� Window I I laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL L Stucco Bands Into W I n d ow or Door. •paced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detml on this sheet 12 4 1 SLOPE SCALE: I/4" - II Gulf Coast Supplg and MFG 5v Cramp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood neck 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 taps 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 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. °" ■ 5/8" thick x 8"w cut ■ 5/8" thick x 8"w cut ® ® ® 3 coral finished stucco bands 3 coral finished stucco bands 5/8" thick light textured ED stucco on typical concrete ®®® block construction nococ 00 low -loft MONO = Finis ed Floor — — — — — — — — — — — — — — — Garage Finished Floor — — — — — — — — —0'-4" A.F.F. 5/$" thick fight textured stucco on typical concrete block construction LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' - 1'-0' SCALE: 1/4' - II 2" x 4" top plate 1I 1/2' drgwall ceiling on truss bottom cord I/2" drywall on " x 9" studs at 14" o.c. base —board 11 11 .,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden t Braden AIA, PA Architects — Planners "411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida arlton 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 CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Suilding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Catego_ryy� II Wind Velocity: I65 mph ultimate Mean Roof Height: Root Pitch. +12 Internal Pressure icient: *O_Ie Subjectabditg to damage from: Weathering: Neohglibile Termites:Veru Heavu Width of Roof End Zone: 3'-4' Wind Speed: mph ultimate Wind Exposure Classification: C 1.21 x O.L = O.l2i Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LWL: O.LDL+O.LWL Components t Cladding Wind Pressure (NET)oaf Zone: I. +20.L/-332.L pal loot Zone: 2. +20.L/-51.0 psf _3RodZone: S. +20.4/-84.0 pal Components t Cladding Wall End Zone Width: '— ' Components t Cladding Wind Pressure (NET) a one: 4. +35.8/-38.1 pal Wall Zone: 5. +35.8/-41.8 pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.S Pat Shear Walt& Considered for Structure) Yes Continuous Load Path Provided? YYe�aa Are Components an Cladding Dew Provided? Yes Minimum Sal 13eanna Pressure:2-900 am. Presumptive: X 13u Test: be ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 120psf FLOOR LIVE LOAD.--*— pal FLOOR DEAD LOAD:_._ pd JOB ADDRESS: \ 2)nC Date Drawn Revision 3-2L-20 GALEFT RAGE Drawn by: P� IE�jry66 �CR C.C.U. CODE COMPLIANCE Checked hkd bg: ST. LYCIE COUNTY. Rod Zone I Wells Zone 4 Rod Zone 2 Walls Zone 5 END ZONE RCorner Zones oar Zone 3 Sheet Comm # . I2 26 B or- 5 L OOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 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. 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 6. Drywall at ceilings shall be leveled and attached to bottom chord 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. 12. Lowest finished floor to be set bg 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 0 I 2 i�„ "2h. h" 6 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der FBC 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per F 11 All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM CU, C19, C415, C514, C630, C931 C960, C1002, C1041,CII11, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacingw7ing of fasteners options for Nail installation installation of dryywall into Spacing Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24' 1" 12" 13ga 1 3/8' long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 Walls Either IL" a. IL" 0.080" die. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.084' die. x 15/8' with 9/32" head. Ceding Perpendicular 24" 1" 12. 13ga 1 5/8log with 19/64" head OR 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail �s Walls Either IL" 8 " IL" 0.092" die. 11/8" long with Direction I/4 head OR 21paum board nail 0.0915" die. 1/8" with 19/44" head. RASH POST DETAIL N.T.S. 36" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 6" 2f2' 2i/s" /,„ �2" 4° 2i/2 , R3O2.9.1 BC R302.9.2 I' x L" P.T. Buck block with case han prior to door attacl Install SGD thru buck into block with 3/IL' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aaapprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 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 accompanyingg 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 roaring FL #11651.12 24 ga. 5v crimp metal roofing attached to plymood deck using #9 x 1.5" wood screws with selr sealing washer at 12' o.c. max spacing over ASTM D (type 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 41 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 hurneane anchor et each tress 12 with (10) IOd x 11/2' nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 1- at 24°o.c. TYPICAL I8101bs uplift (oho drawings b manufacturer) Aluminum Drip -� �J Edge t Faaela / 2" x 0 Sub -Fascia Kaycan full o vent vinypl soffit i wwinmgg I/8" dia shank x 1.54 long roaring nails with 3/S" die. head product approval -see chart of 5/8" thick light textured stucco on typical concrete block construction u5 bar Vert. w/ 30" overlap at each filled call �~ al l91'7•.'•'1 30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) u5 bar coot. in each row. Substitute precast lintel filled with concrete and (1) #6 bar Cont. for bottom row over openings 1/2" dr well over I" x Purrin strips a� IL" o.c. with R4.1 Pi -roil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M' on(g proportioned per FBC RLOZ.I and Mortar fonts shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...> Fill cell with concrete and (l) #5 bar Vert. (typical). Max. spacing shall not exceed 46" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" u10/10 WWM on L mil Visqueen over clean compacted termite treated fill LISConcrete footing with (2) a5 bars cont. and &5 transverse bars at 48" o.c. al Scale v� = Masonry Beam to / nails 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 = 11,568 2' VTR " „- 2 12" 1 MATH R 1 uV-i 2 I " wn-1 2' we-1 2" 2" LAUNDRY 2" 3" 2" 2' AAV *2' VTR 3"eT-1 3" 8-1 i 2 KTICHEN 2" 2" I.AV-11 3" 2" " 3" we-1 BATH 82 N 2"_I PLUMBING RISER To Septic I" x L' P.T. Buck nailed to I O block with case hardened nails prior to door attachment r, Masonry Wall Eris L� Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with taII I penetration at L" max. Sliding Door De fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5Ya"x V-3ie° 5'4ke"x 1.3i4` Single Hung ZONE 4 2. V-2ka"x V-3'ia" Is' x 1.3 i;' Single Hung ZONE 4 3. '-2' x 3'-2 1/2" 21 Y2"x 38 %" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%s° 54%e°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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O' loss x 84' Overhead Garage Ooor ZONE 4 B 3'-O' X L'-e" 41 i/4"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8' 14s x 81 i/," r t' Sliding Glass Door ZONE 4 D 2'-0' X 6'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-Ls X V-8' Solid Core - Wood - L-Panel F 5'-0" X 1'-8' Solid Core - Wood - I. -Panel - Bi-Fold G 2'-8' x V-8' x I %;' Solid Core Wood. Steel. or Masonite Door H 2'-8' X V-8' Solid Core - Wood - 6-Panel J 2'-L" X L'-So Solid Core - Wood - L-Panel - Br -Fold K 2'-8a X L'-8s 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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction m U is 0 T Cr iv I n 2" filler 4'-O" A/C Meter 12" 8'-6" 12" OPTIONAL O PATIO/SLAB ° EGRESS L4 d° ° I MASTER BEDROOM 8'-O" A.F.F. _ Flat Ceiling 0 to G I I s ,g I d) ICLO E I� le • • • as -J r e� 12" x 12" Concrete column / block Pilled with concrete and (2) u1 bars Vert. tied Into lintels above Covered Porch v I 8'-O" to. T-8" A.F.F. IRV Vaulteld Ceding GR IAT ROOM I I I I n- CV 2" x L" knee -wall 8! O" to T-8" A.F.F. below counter top I Vaulted Ceiling DINING ROOM I Vanity to be 34 Y2 high 3'-8" a-` 4' 4' R-w estu Insasei&i Steel Ballard - < n _ ° Wee 5se detail oA fbl✓Lahe¢L I 22' 4' 6ge IT, I F cn x Provide auto A �hA� O I closer I � I - - - - - 22" y _ 15P p 4" -//ov�a, net <40 GARAGE O A.F.F. Flat Ceding O r-----------------i I Block wall in __J I garage to be I struck block 1 14'-6" 1 I I ® I ° 9'-0" J 15'-10" Install windows thru buck into block with 3/16" tap -con with 11/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20' o.c. max. Exterior face at head and mil per product approval of wall / \ Buck to be I' x 4' PT r I O � I ° 8'-0" A.F.F. Flat Ceding 11, SECOND w BEDROOM F. 0- EGRESS ■ I N T w O O COVERED 12" x 12" concrete d11 n block filled ORC with con rate and (2) 1 bars Vert. tie O 6' 2" into lintels II'-C, bone \ 6" 3'-5" 2'-8" T-8" 5'-4° 34'-O" 4'-2" 5'-4" �e 9'-61l Attach buck to block wall with 1/4" die. Elco 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 a- --- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT a8 Wood screws thru jamb into buck lock with case hardened Walla ON ALL JAMB, HEADER, AND at sech hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS aD Braden t Braden AIA+ PA nne BuildingCorp.Date Drawn Revisions : Sheet Architects - Planners GARAGE 3-25-20 REVIEWED FOR 411 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: CODE COMPLIANCE 2 Tel : (112) 281-8258 C.C.U. Fax (rage 281-8283 g anish Lakes Checked b y' E-mail- bradenalaecomcaselin +,,.r+ CI 'AdalelL xeer-nnnnao St. Lucie Count Florida y D.R.B. OF 5 Comm a 12-2� B r—I-7,� — — —# ,7 I T11ZIUL. I UI�/"-\L- IX II I 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLADATION 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-I6, E 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. 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 SCALE: 1/4" = 1'-0" for approval before proceeding With construction. Termite Protection for New2. Contractor shall be responsible for verification of all 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 Sold 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 #5 bar vert. at 48,I 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 bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. (e. Contractor to rve provide for Form Board Su - Form Board Surve p y y 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 t0 construction and provide containing materials and shall receive application of A co of soil test to architect for review prior to construction Itermicide in annular space between sleeve and pipe. py 8. ALL Reinforcing steel shall be grade (.0, meeting ASTM A-l6 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/ C 30" overlap Fill cell with concrete and " E (1) #5 bar vert. ftgpical). Thicken edge to 8 x8 at each Pilled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous L"xi" #10/10 WWM on 10 mil Visqueen over Contractor to provide Base see foundation plan notes for clean compacted termite treated fill roper foundation chairs spacing at openings 4" concrete slab with fibermesh OR GRADE,,,or proper steel installation VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill— _ Grade 9D e — — i II I e° icy PORCH SLAB EDGE DETAIL 30" min. IIII _IIII _ L. IIII =IIII III- IIII"w x III Concrete footing SCALE I/2" = I'-O" —III j—III with (2) #5 bars cont." and #5 transverse bars at 48 o.c. #5 bar vert. w/ 3 " j TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per I.,.. ,' foundation plan 3'-'4, I II X 3"(2) #5 bars Cont. bottom steel cc AT GARAGE STEPDOWN Ce�AI G I/'i" = V- 12" x 12' concrete column block Pilled With concrete and (2) s7 bars vert, tied into 1I above Top of tooter IL" below finished floor 30 COLUMN FOOTING DETAIL maic"0 #5 bar cost. in curb, Curb height Verify based on foundation blan- 30 overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (l) #5 bar vent. (typical). Filled Cell Masonry Column With One Max. apacing shall not exceed 45 FFooting To Tie Beam Wood 48. unless otherwise noted From oog Base see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill eye' 14 w x IB d Concrete tooting -- with (2) #5 bars cont. and #5 transverse bars at 48" o.c. ARAGE CURB DETAIL = I' —On 2" x L" PT wood secured 'with 1/2"dla. x 6" 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 PERMIT INFO BOX ON SHEET #1. SEE PRODUCT JffJW[J­ Sin(gle 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 Fllled Cell Column NTS Braden it Braden AiA. PA Architects - Planners 411 S.E. Coconut Avenue OB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L #AAC000032 m U 0 I v- A/C I 14'-0" I _: �' I 20'-0" _ I 15011111rWil PATIO/SLAB ---n _r 1 ---- —1 °——— — — —-f- °° ----- o ---- i ° F z ©L_—J F ®L_I J FI I Filled cell under girder above 24„ I io I o Rear Patio/Slab I r _J to be poured separate from the house slab. to rL �I - I O I Thicken footing to 24'w x 14"d x 24"L I k FI under Pilled cell ( n under girder bearing. 4 N I Rear Patio/Slab to be Plush with bottom of 1 sliding door recess. Slope 1/2" I I I I 32'-e" I 4" concrete slab with fiber 4 10/10 WWM on L mil V ' clean compacted termite tr I I I I I I � I � � I o 0 I n © 00 r—--------w.H I 4'* Steel Ballard filled w/ Concrete®VJ I I I E4JI E I N LIL .00 l o ,*3U LU I °� a n1 ° I ° Uo o I I o c 0) F5 I IF Q — ' # VI � U Zr I a- M Lll in ® L_ ___—___—_J 1.5" Recess for ° ° ° --- °" ---- --- ° 7777M ° arage Door J © 9' 12"x 12" conc;1!7kflllewith concrete and (2) #1 barsvert. ti into lintels above WW nne Building Corp. The Grand Car Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Sin tam FI 14"1111 x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 129W X 12"D MONOLITHIC FOOTING WITH (2) #5 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 Q With 1 -&, Curb at Garage x le"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions 3-25-20 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. Sheet Comm # 12-21 3" S OF 5 R00F SHEETING ATTACHMENT DEVIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood .4' in Usenailsinfocboxsonat�esenplansssforr forroofstated Kett Area Ede Field Fastener ax. Zone 1 6°° 6" 8d ring shank 45 psf Zone 2 " 6" 8d rin shank 14 sf Zone 3 rr ed ring shank 84 oaf Zone 3a 6'°1 6" 48 wood screw 112.5 psf ** Use nails or s4rews based on rem ure for rot- stated in permit info box on these plans for zone .11 Concrete / Lintel Column _ Verify with Plan Provide s5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. Provide Cast -Crete BUS-OB/OT precast -T, lintel set in mortar Min. 8" Bearing -- -- -; Provide 35 bar set In pre -cast lintel into beam where length or the opening calls for it. R-II batts Trusses at 24' o.c. see shop drawings by others Batts batts I ILIt -t "Frame ceiling transition';""""'Yx' x x x field needed using metal studs mvida FT Buck F14 field verify exact eonPiguratwcured Filled Cell and sizes.ached per ,Iamb Drywall ceiling oils into Pilled cal see typical section \ T Ceiling transition Insulation Detail 4" I Sri"c�at nts Provide s5 bars with min. 48 bar Aiamaters overlap in Pilled cell. Tie filled call steel into continuous rooter steel. Concrete Footing 1• Y L r 'r-' lees tooter schedule for exact owe) DETAIL AT WINDOW OPENING IN Scale. 1/2° = 1'-0" CBS WALL 12"x 12" lumn Block #1 T Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment 1)6 bars ---- OFe-ODAT 41128-11115/IT OF8-11113/1T 913ht-Id/IT OFI6-S/2T NOTES: 1. min. coverage of steel-I.5' 2. min. bearing required a ea. end=S' 3. standard for reinf. steel=ASTM At.15 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) NTs 7/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tpa 2 felt paper using Bd nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. SINGLE PLY REAR GIRDER TRUSS Nol 2' x 4' blocking to vent. leg or truss with IOd x 1.5 nails at 4e G.C. Install Simpson MGT into mall using 5/8' dia. threaded rod set on, 12' into not beam and (22) IOd nails into truss BLOCKING DETAIL )ER STRAPPING TER BEARING POINT Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL C1651.12 2L ga. 5v crimp metal roofing attached to plywood deck using s9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 ode laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails :raced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deeck to trusses using at detail on this sheet Lintel Bar Clear "A" "B" _ength Lengtfi Span Bars Bars Simpson HETA 20 or equal 2'-10" 2'-8" 1'-4" 2,u3 none 3'-6" 3'-4" 2'-2" 2 #3 none 4'-0" 3'-10" 2'-8" 2 #3 none hurricane a chor at each truss With (10) I(�d x 1 1/2' naila ( 24 o.c.) supppcertmg Max—\ 18101ba uplift 4'-6" 4'-4" 3'-2" 2,#3 none 5'-4" 5'-2" 4'-O" 2#3 none Aluminum Drip 5'-10" 5'-8" 4'-L" 2,44 none 6'-6" 6'-4" 5'-4" 2#4 none Edge i Fascia 'i'-b" 7'-0" 4'-2" 2,45 more 12" 2" x V Sub-Fasei Kagcan full o vent vinpl sorrit installed i'-10" I T-O" 2,45 none ALL reinforcing steel is grade 40. using 1/0dia shank x I.6' long gals. roofing nails With 3/0' dia. head per product approval -see chart sheet al LINTEL SCHEDULE Mark gy wort th Lintel Sea ast-Crete Specification ems • qy�y • • dottgm stM sine Top Steel Sim Max. Gravity Lad fPLF) Max, UOft Lad MLF) Max. Lateral Lad (PLF) 112 2'-24 3'-60 spa-OD/IT 1 $19 300 1569 1024 131 -L" Scro 4'-O' sisis-OD/IT 1 a6 2641 13L3 1L3 Na 4'-5' 6'-i0" sFs-Od/IT — I s6 NOS 901 331 L60 6'-a L'-L• srs-OB/IT I 06 123e 936 111 LLO t'-0' 1'-L' OFB-Od/II I s6 Ion 121 5" Leo 81-O• 1'-4" WO-0/2T 1 s6 1 2 s6 152 591 612 Leto 9'-a MY-L" sF0-IB/2T 1 is 1 2 si 643 630 401 1106 1'-0' h?'-L" sFIL-I5/1T ONE I s6 1 as 1633 803 401 LI00 10'-O' lr-4" �0-IB/1T I •6 2 •6 902 414 452 Lloos 101-O" W-4' drK-Id/2T ONE I si 2 as IS" 1020 452 L120 17-0" W-4' �e-ID/2T I is 2 s6 411 420 324 1.1205 17-0` W-4" AIL-Id/2T ONE 1 s6 2 a6 1016 110 324 LMO Ff'-0' s'-4" 06-18/2T ONE I 26 2 i6 1260 604 254 LILO W-a 11'-4" SPO-0/2T I e6 2 s6 Soo 192 w4 Llwe IL'-O" 1`111-4" $PIL-0/2T ONE I s6 2 s6 no Soo 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'-O" LONG ARE TO BE PRESTRESSED. 12' x 12" concrete column block Pilled with concrete and (2) s1 bars vert. tie into lintel* above thicken edge to 8"x8" with concrete and one u5 bar continuous BEYOND To of Tooter IL° below finished floor a ill_ IIII--IIII - ��� I� �IIIILIIIIIII II II II "r 12 4 �- Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd no at each web de is hr-rib lath verucal good s to provide :ration nRc 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan Poured Cor concrete bl Poured Concret concrete block Concrete Manufacture a5 bar vert. w/ 30" overlap at each Pilled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Wood Base Step per foundation plan ft Slope per foundation plan ro emmum Panel es per manufacturer lee Tubical Stud Detait 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details ci Stud Detail Stud w/ Die Cest 2:mc NTs Nickel Plated Wing Nut Flush Mounted Shutter Detall nts Brice Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord or trusses -1/2" drgwall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cont, in each row. Substitute 9 recast lintel filled with concrete and (U a5 or cont. for bottom row over openings 1/2" drywall over Is x furringg stripa at IL" o.c. with R4.1 Pi -foil insulation on t pical 8' Block walls w � 4 aJ X (� R (`1 s► O H10 9 UJ a Ia =L U�.� m sod U 0 E E:OD so Uoit_ rt Brace Gable and with 2" x 4' SYP a2 min. Oft back nailed to bottom - or top chords using (2) 104 nails at each truss H Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam led either wet set or in spoxg with to ( 2�" o.c.) supporting Max. uplifts truss bars detail an sheetocking ETA 20i 1810 lbs. 16 111 C MAO N ME om TA VIA INeemil mile 1 VAA IN Fe oil 4 u J am a � X `- s3 U c i `1 A a a a = s ai U�.- u � 1° a O OD mi V- U (y -E All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA ZO Mortar to be Type M only proportioned per FBC Rbdi.l and Mortar joints shall comply with FBC RbOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ROOF F L %` (U >«5 spacing vert. (typicaD. �'`� 1� I �l 'Max.48unlessnotherwiseo noted exceed we foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with tlbermesh en - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L"xG" a tom WWM to L mil seated f over clean compacted termite treated Pill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII IIII IIII III ,III: III ii Ili — ALL TRUSS TO TRUSS CONNECTIONS BY III III IIII==IIII IIII = _ III— III —TRUSS MANUFACTURERREE ARCHITECTTTOTRUSS SHOP DRAWINGS PRIOR TO REVIEW 141111 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE 111— TO — OR TRAC T Tublcal S�ctlon at Front Porch CONTRACTOR OMPANY PRIOR TO TRUSS CONSTRUCTION _ '_ " a 1/2"S FORM BOARD SURVEY TO C TRUSScale Braden t Braden A1,4, PA W one Budding Cor P Date Drawn : 3-25-20 Revisions : REVIEWED FOR SSheet Architects -Planners • S.E. Coconut Avenue e Grand Carlton The GARAGE LEFT Drawn bg: CODE COMPLIANCE Tel : (112) 281-8258 1 1 C.G.U. ST. LUCIE COUNTY Fax : (112) 281-8283 Spanish Lakes Checked bg.- ROCC E-mail: bradenaiaacomcast.net St, Lucie Count+ Florida ®.R.B. of 5 aw lefe♦ 1 i saa. A A 0e%^ ^^0Xe'1 J _. Comm > 12-2, 1-2-19 PANEL "A" Palo OR Load Wire Dasanptm Circa airi•# Dewiptmn Wire Load BR Pales I 20 1.2 ke $12 Rerngeratar I Ran 8L 12.0 ke 50 2 1 20 1.2 ks #12 cl"ho Washer 3 1 20 IS ka #12 Kitchen S.A.C. 6 4 Druff 810 6.0 Ice 30 2 1 20 1.5 ke #12 Kitchen S.A.C. 1 a 1 20 #12 Batiraae Recepts 9 10 Air Con $10 6.0 k# 30 2 — 1 20 1.2 kei #12 Dishona1w II 12 1 20 1.2 ke #12 Miareseve 13 14 Air 14 810 5.0 km 30 2 1 16 #14 Ganerd Lighting 16 IL I 16 #14 Gerard Lighting 11 18 WH $10 6.0 km 25 2 I 1 15 #14 Gansrd Lcghtmg 19 20 1 15 814 Generd Lighung 21 22 GDO $12 0.81 KW 20 1 1 16 #14 Gerard Lighting 23 24 Spare ap" 26 21, Span Spare 21 2e Spare swe 19 30 8paM PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Ltghtmg 13, walla sg: , ft) ............... . Small, Appliance. Clrcuit(s) . .................. . ........... Rang?......................................................... Rerrigerptor.................................................. Microwave..................................................... Dish Washer ,CIotl�os .weal}er...:.......................................... Clothes ,Dryer,,,,,,,,, Water, Heater................................................1 .Garage.Door.Opener........................ r(35 3 54105 2 1,500 3,000 1 12,000 12,000 1 I 00 I 00 1 1.500 IS00 1 1200 1200 1 1,200 1,200 1 5000 5000 4.500 4.500 I 810 810 Total Watts 3SAI5 First 10000 Watts 9100% 1 10,000 10,000 Remainder 26AIS e40% I O 10.24L Electric Heat or A/C 10.000 065% I 10,000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Am a r Electrical S mbol Legend S single Poke Satoh ® Recessed Can Light 4 Double Pala switch Eileball Recessed e Push Batton Switch Exhaust Pon Duplex outlet ¢ Coding Mounted Light special Receptacle Well Mounted Light WaterproO ground fault emeist Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monowula Detector 42 Flood Light Q Thermostat m Electrical Panel ® Central Visa laJ Electrical now ® awake Detector Ceiling fan ® Talevieon Jack ❑= Telephone Jack AC oleo A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Flerescent Light ® speaker Hods -Up = JUNCTION BOX TO SUPPORT A PAN O - THERMOSTAT LOCATION B/A = BALANCED AIR ant -thou_ --- Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 92/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd —� 2" PVC Schedule 40 conduitS 2" PVC Schedule AMP 40 conduit sleeve AMP Into attic MC13 PANEL A}{U PANEL AHU 200a rated meter can it 200a rated meter can 2" PVC ( FPL)_- schedule 80 2' rigid service FPL rods bonding pant 2" PVC schedule ry Yv'Yv 2" no banding Pont Ell 10 CFM IOedOxL OPTIONAL PATIO/SLAB PATIO/SLAB MASTER BEDROOM CAR AT RO M 163 CFM I -i IOedoxL I B/A I\ 4 Center Registers ---- ------ IL9 Cceiling Pan IL9 CFM IOxIOx lOedox'1 I B/A CLOSE I N " CFM 8x4x4 I Exhaust Duct I I Thru Soffit I I -----' 1211 I 8 x4 � '� I DINING ATH \� I ROOM ° I a I 4" Exhaust 10" N Duct Thru I I Wall — — — — — — — WP r 112 CrM 12x12x1 Install Quiet A under dlsc-for �T H $ not shown or Cl clarity O� I�f° I 18 FM Vent thru 1� A1 _ _ o1r o �c.�. ATH [A/ — — — — % 201t2O 1 ------ I ," - l �` 22" x 54" � lu y I IL I Attic e � � I Q1 I 1 ?2 :1FM L----- i 150 Amp-'-1 Meter Panel \ \ SECOND GARAGE � BEDROOM 1 y B/A r----------------- i I I I I I I 1 I I 1 COVERED PORCH Mir- uAr.iii-Ai i bYni iT ELECTRICAL RISER 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. SCALE: 1/4" — ++1 1 — 0 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: I. Use copper wire onlg Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes The contractor shall shall be verified before circuit routings to 2. Provide and wire all required smoke t Carbon of period years ordering. provide Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verlfg 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. L. Recessed cons 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 slab shall be spaced a minimum in or through any concrete of three diameters of the i. Tamper resistant AFCI receptacles are required in aP construction. The contractor shall Furnish and Install largest conduit or pipe from any other service. ALL rooms. all items for a complete electrical aystem and provide all B. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-t" shell be installed In metal EMT 9. ArC Refrig��eit Ilnea that are run thru slabs moat be in GG proper working order. P conduit. 10. sleeved ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per or Braden It Braden AIA, PA 11. All work shall be performed by a licensed electrical most all standard requirements of the local electric utility FEFC RM1502 Architects -Planners 12. contractor, the completed system shall be fully operative. Contractor shall pay for all Tees, permits, testing, and and telephone company. 411 S.E. Coconut Avenue 13. inspections including blower testing where required. All be trades to 18. The electrical system shall be completely and effectivelg Tel t112) 281-8258 work shall coordinated with other avoid grounded as required bg the latest edition of the N.E.C. Fax (112) 281-8283 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' : E-mail:OB bradenaiascomcast.net against the public liability and property damage for the labels where applicable. c....... Ci 1dpG/_ >teernnnna� Meter MASTER BEDROOM i i e 16" GF 42" GFGI (f W.H. A ih Access L 150 Amy Optional Panel 1 parial location Pull chain \ light in attic 42" GFCI GARAGE II Garage /WjhJ Door Opener I I I I I 1 I I r v ELECTRICAL FLAN \ CLOSiE OPTIONAL PATIO/SLAB i ,'Covered Porc %.\ WP GFCI l \ I \ 1 Smoke / Carbon R AT Monoxide Detector R O M Combo O r I I I I I I ® 11 I 11 I 11 I II I I DINING —`\ I I -� GFCI I ROOM WIF GFCI G00, I I ice/ A KITCHEN I ta I L-------- /24" I 3'-2" 3'-2" C.M. Detecoc � — onl3�4.3 per FBC � R Fc� / nf: FI / C N I IF ? Conte \SECORlomi � B,�DROOM / PB / 1 \�I 1 I \ WP GFCI I®I � Pacr -a2ECH I Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1.4.I6 sq, ft. required Provide A Continuous Vented Soffit Wu nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-011 Post Light with ,-4 `o -1 Photo call 1 IF Z H.B. Exhaust Duct ^Thru Soffit Wire For Front Post Light Date Drawn Revisions : Sheet Comm # ton GARAGE LEFT Drawn by: 3-25-2 : _ 12 — 2 � G.C.U. B Checked bg: D.R.B. OF 5 _