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HomeMy WebLinkAboutBuilding PlansFinish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #114SI.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut RIGHT ELEVATIONcoral finished stucco bands 12 4 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 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 s aced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 SLOPE 14 8'-1" T.O.B. 0'-0' = Finished Floor ELE\/ATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wooscrews 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 L" 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 12 4 1 SLOPE, WAR Finish Columns with 6/8" thick cut coral finished stucco bands REAR — Overhangs at 1'-0" unless otherwise noted on Roof Flan Roof pitch at 4:12 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 Door. 12 O. 5/8" thick x 8"w cut ❑.: 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, lImdowa & Skylights Opening e NOA/FL NUMBER Product Model Manufacturer Glass Attachment method �TE�9�TT Expiration Deltas of Approved pP 1,2,3 t4 FLU 239.9 Single Hung SH-1100A Im act pGT 5/10 1/4" die. tapcons w/ min. 1 3/8" penetration to da spaced per product approval. Contractor shall a here to min. edge distances specified in Product approval + L5.0/-80.0 PS A IL-0330.02 Overhead Garage Door 9 Model 824/811 6'=o°mmaxhetht 9 DAB n s5 bor wore sap 3/e' z { HW HLC ais"vs mmhus "M fees a a' ea T' •doe ses ,, Rh1.165i x 3a lie''°d a dm'i" °'seimtsnp e . d 1.5 .ass seines �"""6C is w ctW adhsr, to pr� ct e11m, ravaG l/IL' searar an rolim, Nwts 10-9-21 + 50.0/-60.0 pal' FLU ILL14.I Fiberglass Dew afro/ Smogn Pro Jeld—Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max Prom corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.4 Sliding Glass Door Series T10 SGD PGT I" nom Type GSA I/4" dia. tapeons w/ min. 1 3/4' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ST Eapuration Date Design Pressure of Approved Teats Mullions FLU FL# 241.1 1° x 2 3/4" x .3'15" PGT per fastener tgpe and spacings shown in Table IA and IB rn product approval on sheet 5 of 22. + 58.0 PSF Root FLU 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L ga. 5v enmp metal roofing attached tQ plgwood deck using s9 x 1.5" wood screws with self sealing washer at 12 o.c. max spacing over ASTM D (type 1) 30 lb felt underlagment installed with min. 4 sidde laps and V end laps f etened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two starered rows 12" o.c. in field. Attach dock to trusses using attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at G" o.c. screwed to soffit framing using #8 : 3" wood screws at each truss. Install soffit to battens using O.I . x 1.5" Ion rate sank nail with /8" dia. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by any seal below. ( Architect or Engineer of Record ) 30 5/8" thick x 8"w cut -- coral finished stucco bands 2" x 4" top plate 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board - , 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non —Searing Partition 12 4 1 SLOPE 12" 2 5/8" thick x 811w cut coral finished stucco bands t t N - --——- -- — — —— \ 5/8" thick light textured stucco on typical concrete block construction ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" ox. max spacing over ASTM D ftgpe 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" o.c. at all laps and two staggered rows 12" ox. in field. Attach deck to trusses using attachment detail on this sheet �I�I l�l I_'Oli ICI ICI ICI ��� ICI 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION nL5 Braden it % Braden AIA, FA Wynne Building Corp. Architects — Planners 411 S.E. Coconut Avenue THEE S T E R L N G Tel (112) 281-8258 Fax E-mail: (712) 281-8283 bradenaiagcomcast.net Spanish Lakes Stuart. FL 34994 3#AAC000OS2 St. Lucie County 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" COX Plywood nailed at 0 o.c_ in field and edges with IOd ring shank galvanized nails into truss webbing. 12" H. O 6/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = I' -On 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 Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: 165 mph ultimate Mean Roof Height: 1'-0" Roof Pitch: 4:12 Internal Pressure ce icient: ±O.IS SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: ILS mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof Zone: 2. +20.L/-51.0 pet Roof Zone: 3. +20.1./-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wail Zone. 4.+35.8/-38.1 psf Wall Zone. S. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided?Yes Minimum Soil Bearing Pressure; 2.500 pal, Presumptive: X Bu Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: 45 pat FLOOR DEAD _LOAD: 10 pat TO BS PITCH 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones ® Roof Zone 3 JOB MODEL: Date Drawn Revi Sheet Comm 4 3-2�-20 GARAGE Drawn by: C.C.U. if � LEFT 0� o lr� S� viw�� � Checked by: CODE COMPLIANT,., B D.R.B. ST. LUCIE COUNT! OF 5 0CC10zi?rI FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verif ALL notes and dimensions prior to y P 3L" high by 4° diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. iagai ie°tolts So ks� 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'A" 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 be3,000 and/or mix �3/e 0 2i�„ 6. Drywashall chord a ceilingsFsha1ll becrete leveled da't,000 ached o bottomt of trusses with screws per FBC R102.3.5. o 0 2�„ 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.OEE 11, Contractor to Provide a 2'-8" wide door at one bathroom for 2�, handicap accessibility requirements. % hV 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 I-3/4"t 20 min. rated door w.H. = Water Heater E� 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x V P.T. Buck nailed 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 attachmen with F.B.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C40, C1o02, C1041,Cllii, be <` C1118 C1218 C1395 or C1396 and shall installed according to the following: (FBC R 102.3.5) Y. Drywall Location Orientation Framing Member Max. spacing fasteners options far NailThickness Spacing of halo installation installation of drywall into Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 19/L4" head OR 0.098" diameter x 1 1/4" long /Z annular -ringed or 5d cooler nail 0.080" die. x 1 5/8" long with Walls Either 16' g" IL" Direction 15/L4" head OR Ggpsum board nail o.08L" die. x 15/8" with 9/32' head. Ceding Perpendicular 24" .1" 12" 13ga 1 5/8' long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or tel cooler nail / R Walls Either 16" 8" 16° 0.092" die. x1 -1/8" long with Direction I/4" head OR Gypsum board nail 0.0915" die. x I -1/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20_" o-c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 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 CIli8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 4STM E 84. Insulation shall comply with F.B.C. R316_ Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to pigwood 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. 4 side laps and L" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 11/2" nails ( 24" o.c.) supporting Max. 18101bs, uplift Aluminum Drip n Edge t Fascia / 2' x L" Sub -Fascia Kagcan full o vent vingl soffit 1 using 1/8" die shank x 11V long roaring nails with 3/8' dia. head product approval - see chart al 5/8" thick light textured stucco on tgpical concrete block construction #5 bar Vert. w/ 30" overlap at each filled cell Grade al 12 4 F n17i1 TYPICAL SECTiON PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) u5 bar cont. in each row. Substitute precast lintel filled with concrete and (I) U5 bar cont. for bottom row over openings 1/2" drggwall over I" x furring strips ai IL" o.c. with R4.1 f1-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" onTgg proportioned per FBC R401.1 and Mortar joints shall compry with FBC R60-1.2.1. Provide Our-O-Rock at all wet areas (ex_ showers, tubs etc...) Fill cell with concrete and (b 45 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill j1,1111-��I1- 14" x 14" Concrete footing with (2) #5 bars cant. and #5 transverse bars at 48" c.c. N.T.S. Head fixed door sliding door 7 11/2:, AREA CALCULATIONS Living A/C = 1.414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2' VTR 12„ I_ 12 MASTER 1 BATH LAV-1 LAV-1 2„ I wn-1 2„ „ we-1 2" 2" LAUNDRY 3" "1" 2" 2" AAY �t2' VTR r 3„ aT-1 3„ s-I KTICHEN 2' 2" 2„ LAY-1 3 2" 3" 2" we -I BATH #2 2" PLUMBING RISER C.O. 3 _ I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding Door D t a l l 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5Ys"x 5'-3%" 54Ys"x L34' Single Hung ZONE 4 2, 4'-2 Ys"x V-3 Ve" 15" x L3 4, Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21Y2"x 38%" Single Hung ZONE 4 4. 4'-5Ys°x 4'-2is" 54is"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 1 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 I Door Description PRESSURE ZONE A T-On X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41 %;'x 83%4" Fiberglass Panel - Inswing ZONE 4 C C-O" X L'-8" -14" x 81 '/2" oor t" ss Sliding Glass Door I ZONE 4 D 2'-0" X V-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x el %2" E 2'-4" X V-8" Solid Core - Wood - L-Panel F 5'-O" X 6'-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'-e" X V-8" Solid Core - Wood - L-Panel 2'-4" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-4" X b'-8" Bi-FOLD ALL. Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO 13OX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction To Septic 14'-0" EGRESS n 1 Za KOJI MASTER BEDROOM IS o F n 8'-0" A_F.F. aN Flat Ceding 0 N V T fl- O � W o U7 r2 Van Dryer) through wall I N 2" Filler 4'-O" o A/C :r- Meter_ i<1 I N 0 I g O T O Opt. PATIO/'SLAB \12" x 12' Concrete column / block filled with concrete and (2) #1 bars Vert_ tied into lintels above Covered Porch Provide screen inFill below a Rod t "Shelf m Vanity to e s 34 Y2„hig I N i W rrr O I b CLOc ET1 b e Rod t Shelf e" � \\ I DW-� - � ATH /\1 I ° ,,, KITCHEN O L - - i ry 8'-O" A.F.F. -IRV I O Flat Ceiling 1 6'-0 10'-5" Upper cabinets to ext nil over Ref. 1 ef. { enmp I 'S1-Wa! \tn/ I �8'-0" to 9' I8" A.F.F. Vaulted Ceiling GREAT RO01 1 I I " x L' knee -wail 8'-O to 9'-8" A.F.F. elow counter top IVfaulted Ceding DINING ROOM I Vanity to be 1 34 Y2"high (4111) High Wall 3'-8" 1 �Tver-hang - ` - ° r 4"4 Steel Ballard a` 7See detail on this s eet- I aProvide auto 22' x 54" ,O1closer I Attic Access VIS.Dr with light L-----J150 Amp GARAGE O '-4" A.F.F. Flat Ceding 0 N Install windows thru buck into block with 3/I6' tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall \ Buck to be 1" x 4" PT r-----------------i Block wall 1n gainge to be 1 struck block I I I I j 6" j I E BATH #2 r Rod t Shelf F� 8'-0" A.F.F. Flat Ceding SECOND BEDROOM r� u I 9; 0" EGRESS " 24" - T O D O l�. C;I 0VE R D 12" x 12" concrete colu n block filled ORC with con reand (2) #"I ars Vert. tied into lintels ab e _L \ 9'-0" 3'-5" T-8"1 T-8" 15'-101, a 36'-0" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER. AND D e t a 1 l at W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS 5'-2" 12" 0 0 r N I Nt m .r EVIEWED FL v . �FODE COMPLIAN ST. LUCIE COUNTY BQCC Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall -v arias #8 Wood straws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS Scale : 1/2" = 1'-0" ° 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. is - GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND.4TION 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 40, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 PINE, UNLESS NOTED OTHERWISE. IL. 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.... S. 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'-0" 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) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. U5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (l) #5 bar vert. (typical). Thicken edge to 8"xV 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. Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over see foundation plan notes for clean compacted termite treated Fill Base spacing at openings p 4" concrete slab with fibermesh OR GRADE 6""" #10/10 WWM on 6 mil Visqueen over "T:•::':::;;'::.,:f:.:: / clean compacted termite treated fill Grade _ NEI I I; IIII 1 I =1 I I_ T =1I I I I—IIII IIII IIII_ 14% x 18"d Concrete footing _� I 1=IIII IIII 1=1 I I- with (2) 25 bars cont. and #5 3„ transverse bars at 48" o.c. 3" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill U5 bar cont. Step per foundation plan r (2) tt5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16below finished floor ^ 30"x30"xl6" concrete column footing with (4) IIII=1 I HE i' #5 bars each wag C 30 r 3 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Contractor to provide proper Foundation chairs for proper steel installation PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts tt5 bar cont. in curb Fill cell with concrete and (1) 45 bar vent. (typical). Filled Cell Masonrg Column With One Max. apacing shall not exceed #5 From Footing To Tie Beam Curb height Wood 48" unless otherwise noted g Verifg based on Base see foundation plan notes for Conc. Fill To Be 3000 PSI foundation plan spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over `t clean compacted termite treated fill Grade IIII1�li •, .:� III—IIII nlllli,,Illi= IIII � IIII III —III -illy; llllll IIIlliiilllll III11. I�'' 114°w x 18"d Concrete footing with (2) 95 bars cont. and #5 transverse bars at 48" o_c. ij% GARAGE CURB DETAIL 2" x 6" PT wood secured with 1/2"dia. 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. O , :, Single Fllled Cell Column NTS Filled Cell Masonrg 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 1+-0" 12" 10'-0" I iG�p . PATIO/SLAq 8 o I " _y - Or--°-- �I------� ° -- - 0 I l0 1 0 0 I I Rear Patio/Slab — 1 M to be poured separate l r from the house slab. IL 81 Thicken footing to 24 I FI 24% x 14"d x 24"L `_n en under filled cells r- �^ I 1 under girder bearing. <] - 1 I 00 CJ° O °O L---------------------�0 Rear Patio/Slab to be flush with bottom of o 91 W 1 sliding door recess. FI ao n.0 u Slope 1/2" I ° v LLN I F- o I I; - I I I' I� I H B I Vanitg to be 1��34Yz°high 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill I I FI I of I° �I 1° L I I ° Q H.B. 011 y-------- I° W.H. I I #1 I 4"4 Steel Ballard flied w/ Concrete ® IF FS > I I Z3 I I C a 0�i 1 1 F I I U v E 1 1 4--= E %«( 1 I FI I E °o I of q)=3 o,, to I o r_T I FS LU I = o ° 1 " 1L I° o x p - w 12'-V N 6„ I n L Recess for --_— J F r 1 F r �� ,� Garage Door 00 O° ---- -Al --------- ®� 8 12" x 12" concrete column block fdle 9'-0" 3'-5° with concrete and (2) 97 bars vert. ti d into lintels above 15'-10" 5'-V 3'-4" 11'-6" REVIEWED it -Uri 36'-01, CODE COMPLIANT:° ST. LUCIE COUNT` Boer, FOOTING SCHEDULE Mork Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof' stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone I 611 61, 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verirg with Plan Column to Lintel 12"x 12" lumn Block Rebar Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete BUB-OB/OT precast lintel set In mortar-._ Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length or the opening calls for it. Provide PT Buck F;: ':i attached per jamb 1;;,;%i details into filled cal 4" Pre -coat Sill Poured Filled Cell Provide #5 bare with min. 48 bar �iameters overlap in filled cell. Tie dled cell steel into continuous Tooter steel. Concrete Footing ;';i.•i:`".:;''',':'<® (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blockip to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usrn® 5/8' din. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Trusses at 24" o.c. see shop drawings by others R-II batts riin. vveriap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING A t t a C i1 m ee t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 d go. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D it 2) 30 Ib felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �+ Additional Precast Lintel #5 bare �� Lintel Bar Clear "A" B" Length Length Span Bars Bars r:Y^' will, 2'-10" 2'-8" -6" 2#3 none I I I is. ---- / is. ---- J1 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OB/IT eFe-IB/1T are-IB/2T Addtional 4'-0" 3'-10" 2'-8" 2,#3 none :.:+•- #5 bars iCLEAN „A:!` 4'-6" 4'-4" 3'-2" 2 #3 none ne Row of "H" r ' Block Above s'j<°.::5'':': 5'-4" 5'-2" 4'-O" 2 #3 none Precast Lintel 5'-10" 5'-81, 4'-6" 2 #4 none Additional ' ` %' , 6'-6" 6'-4" 5'-4" 2,u4 none #5 bare 1'-e T-O" 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T T-10" T-0" 2 #5 none NOTE5: ALL reinforcing steel is grade 40. I. min. coverage of steel=1.5" 2. min. bearing ragwred a ea. end=8" 3. standard For remF. stax,4,5 11 A415 TYPICAL LINTEL SECTION It PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door'H" Unit Width Lintel Size Cast -Crete S eelflcation owe of Block Above " Bottom steel size Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-0 BFB-OBAT 1 #5 3069 I569 1024 L31 2:-L 3'-8 4'-0' 8F8-OB/IT 1 #5 25LI 13L3 1L3 L45 4-5" 5'-IO" 8F8-OBAT 1 1:5 1105 909 339 LSO 5'-O' L'-L' 8108-OBAT 1 #5 1238 835 121 LLO v-8' T-L" 8111118-OBAT I #S 1011 121 534 L80 8'-O" 'i 8F8-IB/2T 1 #6 2 #6 152 591 512 L90 'i 10'-L" BPS-IB/2T 1 #5 2 #5 L43 530 401 L90B "1 10'-1" BFI6-I13/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" II'-4" OF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' ll'-4" 8F16-IB/2T ONE I 1 #5 2 1 85 1366 1028 452 LI20 12'-0" 13'-4" 8F8-IS/2T I #S 2 #S 411 428 324 L120B 12'-O' 13'-4' BFIL-3/2T ONE 1 #5 2 #5 1015 110 1 324 LMO 14'-O• 15'-4' 8110I6-8/2T ONE 1 #5 2 85 1250 40"1 259 LILO le-O' 11'-4' 8F8-IB/2T I #5 2 #6 300 192 1 194 LILOB IL'-O" r'-4" BFIL-3/2T ONE 1 #5 2 #5 950 50o 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL 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.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2' x 6" Kagcan full o vent vingl soffit installed using 1/8' dia shank x 15" long gals. roofing nails with 3/8' dia. head per product approval —see chart sheet #1 12• x 12' concrete column block filled with concrete and (2) #1 bare vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of rooter 14' below finished floor v 12 4 . IiiI-IIII- Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable and truss with (2) IOd ils at each web hi —rib lath vertical wood s to provide :ration into 3/4' penetration members 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 of sliding door recess. Step per foundation plan a Slope per foundation plan IIIIIII„ .II 1 IIII Tublcal R-30 Batts Strap truss to wall using Simpson MGT with Simpson i-IETA 20 5/8 die. threaded rod with min 12" embedment hurricane ancfior at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking topp ( 24" o.c.) -`ETA supporting Max. g R-II batts truss leg per detail on this sheet CH 20 1810 lbs. uplift Frame ceiling transition as needed using metal studs field field verify exact configuration and sizes Drywall ceiling see typical section Ceiling transition insulation Detail nts Wood Base S&CtlOn Brace 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 ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) O < N N ++ x m y- O� m 4-0 'onm F- a It on di U N 14 U Efi-OD C= 00 — O to M 'o " s~ W Eu Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown Fiberglass in bottom chord of trusses I/2" drywall with smooth finish io Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" onlyy proportioned er FBC R601.1 and Mortar joints shall com ly with FBC '601.2.1. U OKA mill 11 WINMIN I WA, EffEl to ol WINE EPA Will 0 pi 11A were HETA ao H W O w W W 4 L0 4 U WHE a Ul U11 W oN �Cool� zto W "a W I LL W Provide Our-O-Rock at all wet areas (ex. showers, tubs etc--.) REliIEVVED FOR Fill cell with concrete and (D #5 bar vert. ltypieaD. o F F L CODE COMPLIANCE -Max. spacing shall not exceed ST- Lump cc,, IAIry 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE ��� NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4.12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with esh 6"x6" #10/10 WWM on G mil mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated FIII I - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE FI at Front FOrC� 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 "An Pdes BR Load Wire Description pre# ore# Description Wire I Load 1 20 1.2 kw #12 Refrigerator I Rn #L 12.0 kw1 20 1.2 ku #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 4BRPoloo 1 20 1.5 kw #12 Kitchen S.A.C. 'I 91 20 #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw I 20 1.2 ku #12 Dishwasher II 12 1 20 1.2 Ike #12 Marowave 13 14 Air Handliar #lo 5.0 kw 30 2 1 15 - #14 General Lighting 15 IL 1 15 #14 General Ugh" 11 is WH a10 5.0 kw 25 2 - 1 15 - #14 General Lighting 19 20 I Is #14 General Lighting 21 22 GDO #12 0.e1 KW 20 1 - 1 15 - #14 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spars Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. I Watts Total(Watts) Small, Appliance, ircuit(s),.„ ,,,,,,,,, ,,,,,,,,, ,,,,,,,, Range......................................................... Refrigerator.................................................. Microwave ......... ......... ......... ......... ........ Di.sh Washer .................................................. lothes„Washer.............................................. Clothes..Dryer................................................ Water Heater Garage.Door,Opener...................................... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1,200 1.200 1 1,500 1500 1 1.200 1,200 1 1,200 1,200 1 5.000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,LI5 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25,LI5 940% I O 10,244 Electric Heat or A/C 10,000 945% I 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124,02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Egeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light .�Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light 7Q Thermostat Is Electrical Panel ® Central Vac tc::31 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑ Z Telephone Jack Al A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A PAN 0 = THERMOSTAT LOCATION B/A = BALANCED AIR 149 CFM IOXIOxL 149 CFm IOxIOXL r` �yt B�2Axl0 B. - Vent-t%ru ---- Soffit [10 ATH 1-2-19 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) #1 THHN Copper With 41 Grind 2" PVC Schedule 40 conduit 2" PVC Schedule 40 conduit sleeve AMP A]soMP Into attic MCB PANEL AHU PANEL AHU 200a rated meter can n 200a rated meter can n Interayatem bonding 2" PVC ( FPL Termination pant schedule 80 1w"lvvwv'Y�^w"1ni" 2" rigid service FPL 1' FCJ" l6nevenzied rods IF W ELECTRICAL RISER Interayatem bonding 2" PVC ( FPL Termination point schedule 80 2" rigid service FPL 1 ♦ I ground rods ALTERNATE SERVICE ELECT. RISER 9 Opt. PATIO/SLAB Covered Porch MA B/AxlO C�enter Registers 208 CFM orf ceiling fan 208 CFM �y IO,d I IOxlOxl f7l 1211 DINING ROOM L- - - - - - 112 CFM 21 FM 12xLx1 0 d 10 xL r 1.4 2gx2 � 15 CFM Al i - - - - - 8x4x4 I o I �Gi 00 I ATH T I I I- I F w� Y- " , 3 I I�eu A tic Access X1 146 CFM I with light I Q Q` / IOXLXL L---- 150 Amp L��SX4 Meter Panel Ile GARAGE r----------------- i I I I I I I I I I I I I I I I I I I 1 I I I I I SECOND BEDROOM I I j 12xl2x8 �1 B/A COVERED PORCH MECH,4NICAL L,4)"'OUT Exhaust Duct Thru Soffit H.B. Vent thru 4" Exhaust Soffit Duct Thru Wall w.p. GFI Install owlet - under disc. "u not shown o clarity � A#/1 C Meter Opt. PATIO/SLAB Covered Porch\\ MASTER E)-- 49 BEDROOM \ 1 \ f GFI i - - - Smoke / Carbon G R T Monoxide Detector R O M Combo S C :1FC1 - eq IL° I TV + I CLOSE I I I ll � � I DINING GFI \� \GF ROOM OFACNFM /► KITCHEN ��LQr�_��S I (f I Monoxide Detectors / 3'-2" -2�� Combo� HIMES GF - - 50 CFM F N G I GFI / 42"h GFI 11 - - - - -n O Gents l �\ Y Y I I Attic Access^I-� _ _ L with light J t- \\ S E C O N LJ 15o AMR panel B\EDR00M PCn pal location Panel \ Full ch I TV \ light ina'attic \� GARAGE 42"h GFI 1 \ PB Garage / Door / Opener I I It / \ w.p. GFI I I It / \ I I I I / \ ` COVEREC: / F-T POR-CH EL�=CT2fC,4L FL,4N i - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NT3 ( - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE: 1/4" d1- O = 11 manufacturers recommendations which manufacturers recommendations which 1 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: L Use copper wire onig from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancg, 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. 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 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 of the ALL rooms. all items for a complete electrical system and provide all largest condwt or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refri r� nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved in1%C 11. All work shall be done in accordance with the N.E.C. and conduit. A A 10. ALL A/C Equipment shall comply with energg calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden It Braden AIA, FA 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 Architects - Planners contractor, the completed agstem shall be fulls} operative. and telephone company. 12. Contractor shall pag for all fees, permits, testing, and 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.G. Tel (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' 1B against the public liabilitg and property damage for the labels where applicable. E-mail: bradenaia�comcast.net C a.. --a CI A.roe/ aF A A l SCALE: 1/4" = I'-011 Attic Ventino Calculations PBC 23091 Total Attic Space = 212-4 sq, f t. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit WQr le Building Corp. THI STERLING Spanioh Lakes St. Lucie County Florida Post Light with Photo cell Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. L' -3" H.B. Exhaust Duct �Thru Soffit Wlrre For Front Post Light REVIEWED FOiI' CODE COMPLIAN S Y LUCIE COUN'_ Sheet Comm # B OF 5