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HomeMy WebLinkAboutBuilding Plans8'-1" T.O.B. ff/lh///91.� IMP. ', NO Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring hank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in flell Attach deck to trusses using attachment detail on this sheet 12 '4 1 SLOPE 2 thick light textured stucco on typical concrete O O stucco block construction 2„ or D. 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION z° 5/8" thick x 8"w cut H. coral finished stucco bands 3 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*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 (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 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 J !/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and 6" ens laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail: spaced 6 o.c. at all laps and two stagered rows 12" o.c. in field. Attac deck to trusses using attachment detailon this sheet 2" H. H. 5/8" thick x 8"w cut O coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NOTES 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 -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 SLOPE 4 SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST ii ation Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Slagle Hung Series 185 Mi Windows and doors t�pcane aw! ml❑❑ pppn�t,Latlon at ma ran seta corner end i o.c. thereafter istainc PT Tuck mtoe eolid filled CMU wall maintaining min 2.5° edge distance in strict adherence to the roduct approval. + 60 paF A 11-1108.30 Overhead Garage Door Model 824/811 9 -4 max width IL'-O" max height DAB n. x , e.'trts blocklet i a ca art D p5 bar vat ourig 3/8' x P Wim HLC Sleeve anchor. at 8' o.c. h I. 5' a .o.h.r. h . .d . la.... In.r,al tr ck to buck eng R1 rile` x s/et°`i'dl"iFr.w lags .aces. in .ash 6rae�.t maintainnp min.d 1.8' edge d.tance - GC to .tnctlp adhere to product approval rovide /IL' wslr on r.U.r . art 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Desn Smooth Pro/ Jeld-Wen Elco 1/4" die. tapcai with min 1.25' embedment at 3" max from corners and n.5" o.c. max thereafter in heed and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and dOO S i x peons w i ,nitration at max rom eec� caner end o.c. el �a�le roe t�erearter throng f T Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method zpiration Date Design Pressure of Approved Tests Mullions FLU 16353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" salt tapping screws per clip as shown in produce approval. + 118.9 PSF _ Roof FLU 11651.12 SV Crimp Metal Roofing g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max seating over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 side laps and 0 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 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 L" o.c, screwed to soffit framing using 481 x 3i' woodSscrews at each truss. Install soffitsa. to battens using " land rind shank nails with 3/8" dhead. +55.0/-35.0 PSF Hurricane Panels Flu 16016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dsa. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE 4 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 1*II651.12 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 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 8' H. H. El a 5/8" thick x cut -=:::--' n coral finished stuccoo bands 0'-0" = Finished Floor Finish Columns with 5/8" thick 11ght textured S/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate 1I 1/2" drywall 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 6'xV 11:10/10 WWM on 6 mil Visqueen over clean compacted termite treated rill Interior Non-Bearmq Partition nts Braden it Braden AIA, FA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Tel : (112) 281-8258 Fax (112) 281-8283 Spanish Lakes E-mail: bradenaia5comcast.net St. Lucie County Florida Stuart. FL 34996 ttAAC000032 2 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in Field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 2" SCALE: 1/4" = 1'-0" --- 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. 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) Aill Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. II Wind Velocity. IL5 mph ultimate Mean Roof Height. II'-O" Roof Pitch: 4:12 Internal Pressure Coe ICient: ±0_18 SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu WYIPs,sWind Width of Roof End Zone: 3`4" Wind Speed: 165 mph ultimate Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design ,7;Tc2 Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; 0.6DL+O.tWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38A psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes ® Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 par FLOOR DEAD LOAD: 10 If JOB ADDRESS: `\ 0 C-NZ GARAGE LEFT Date Drawn 3-25-20 Drawn by: C.C.U. Checked by: D.R.B. RevisiFI kI Con Sheet Comm # Copy _ 12-21 CODE COMPLIANCE OF 5 BOCC ( 2 I4a`Ci OOiR PLAN AREA CALCULATIONS CRASH POST DETAIL 50 TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verif ALL notes and dimensions prior to y p high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into sla (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum IAOO P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %_" I 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 >3/81, 21/' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' v of trusses with screws per FBC R102.3.5. ° O 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. z' 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be Set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.b 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 f FBC R302.9.1 FBC R 02 9 2 16. Wall and calling finishes shall have a smoke -developed in o not greater than 4 per 3 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C130, C931 C40, C1002, C1041,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for f dr into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long -ringed or Id cooler nail eannular 0.092" d1a�xR I I/8" long with Walls Either 16" g" I6" Direction I/4" head OR Gypsum board nail 0.0915" dia. x I -1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." 11 max thereafter at head per product approval Use 3/I6" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l 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 accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv 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 (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails 4 F PRE-ENGINEERED TRUSSES ( 24" o.c.) sup orting Max. at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia V-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full o vent vinigl soffit installed precast lintel filled with COrlCfete and (U tt5 bar cont. For bottom row over openings using I/8" dia shank x I5" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" dP wall over I' x furringg strips a 16" o.c, withR4.1 fr foil Insulation on typical 8" Block walls 5/e" thick fight textured _ All drywall to be installed per FBC R102.3.1 stucco on typical concrete OD and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc-) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on b mil Visqueen overi clean compacted termite treated fill TT �1M1=1I HM�� V I��I -Ills= -IIII1 i - l 14"w x 18 Concrete Footing - I I 1= .. -III - witfi (2) 45 bars cont. and #5 14" transverse bars at 48" o.c. T"r ICAL SECTION Scale : 1/2" = 1'-0" 0140 N.T.S. 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 = 11,568 2' VTR \`AL 2"1 MA2" STER I \ LAV-1 I� 1 2„ LAV-1 2„ 2„ " wm-II We -I 2" VTR � 2" AAV 1 ' ' LAUNDRY 2" 2" I s-1 3„ BT-i , ' 1 2" KTICHEN LAV-1 211 3„ BATH #2 we-1 3 To Septic I" x b" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door r Masonry Wall al � 771- /2" - EJ Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l i d i n g D o o r D t a l I I penetration at 6" ." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb bt Mnaninrii Illall NTS UJindouw Schedule Mark Size Rough Open- Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3%" 54%s"x 63%4' Single Hung ZONE 4 2. 6'-2%"x 5'-3 %s" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21�'2'x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%s" 1 54%"x 54Y." Single Hung ZONE 4 ALL Windows t0 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 S 3'-0" X 6'-8" 41 i,"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %2" bat°" Sliding Glass Door ZONE 4 D 6 2'-0" X '-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel U 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-e" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction cc v (V PATIO/SLAB 34'-O" 8'-6" 12" 9'-6" 12" x 12" Concrete column block Filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch EGRESS 12'-8" L"J 21 1 1 1 1 O 1 ° O O O O `1D I C MASTER 8'-0" to 9'-I " A.F.F. BEDROOM Vaulted Ceiling 8'-0" A.F.F. AI Flat Ceiling GsR AT ROOM I I I Rod Shelf Vanity to r 34 Y2"high- Oil I 8'-0" to 9'-8" A.F. - 2" x 6" knee -wall CLOSET I O Vaulted Ceiling I below counter top I J Mirr r DINING 1 L � e' ROOM I 6 at 8" Rod Shelf ASIN T ow, I r� Vanity to be 34 Y2"high I I 9%4" mr) ° Rod F Shelf - Flat Ceiling I I' -6" SECOND BEDROOM x0 r �\ -I Batb wleGc � 4"4 Steel Ballard e - iSe detail on this sheet pAttic Access Provide auto Lwith light I closer -----� m MINIM EGRE55 01141 D E) 3'-I" O i O C V E R D 12" x 12" concre a column block filled ith concrete and (2) #1 bars v rt. tied into li tels above CIT S'-4 9' Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at b" o.c, max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior Face at head and si� per product approval OF wall / \ Buck to be I" x 4" PT Go mp Panel • r-----------------� Block wall in garage to be struck block I i I I I I I I I I I F w F- Vent rger /throua wall A/C o I Meter 4'-2" 3'-4" REVIEWED FOR CODE COMPLIANCEI� ST. LUCIE COUNTY BOCC Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x C PT Buck Of wall arias P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and Detail at LU I rn d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e tal I at D OOr prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, FA Lynne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue GARAGE 3-25-20 Drawn by: 12 - 2 1 The Orland Carlton RIGHT Tel : (-1-12) 281-8258 Fax (112) 281-8283 C.C.U. step E-mail: bradenaias)comcast.net Spanish Lakes St. Lucie County Florida Checked by: Stuart FL 349% UAAC000032 p R g OF 5 34'-0" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 P5F 501L 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. S• 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 F0UN1D;4T1CN /4N 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 9 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction_ 2. Contractor Shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... 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'—O" and Up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) �. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL reinforcing steel shall be grade �0, meeting ASTM A —I( and A-3S specifications. ALL Anchors to be A-307 steel. 9. Frovlde a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Fill cell with concrete and (1) #5 bar Vert. (typical). Thicken edge to 8"x8" SCALE: 1/4" = I'—O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed_ Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each Filled c 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 Base see foundation plan notes For clean compacted termite treated fill spacing at openings GRADE 4" concrete slab with flbermesh OR ("xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill — —_ — Grade 00 , - ..: •. I —IIII 1 III - III-IIII- -IIII IIII IIII— 14"w x 18"d Concrete footing —-IIII IIII —IIII- with (2) 45 bars cost. and #5 3„ transverse bars at 48" o.c. 3" 14" TYPICAL FOOTING DETAIL J bC.HLt 1/./ = I —Lo 4" concrete slab with fibermesh OR 6""" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill U5 bar cont. Step per �� foundation plan ) 45 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of Tooter I6" below finished floor 1I1 " : _ 30"x30"xl6" concrete • column footing with (4) —IIII—III " #5 bars each way 30" COLUMN FOOTING DETAIL bC..HLC/1-- = I — PORCH SLAB EDGE DETAIL #5 bar Cont. in curb Curb height Wood Verify based on Base foundation planes SCALE 1/2" = I'-0" #5 bar Vert. w/ Contractor to provide proper foundation chairs for proper steel installation 30" min. -30" overlap Corner Steel La at each filled cell nits Fill cell with concrete and (1) Its bar Vert. (typical). Filled Cell Masonry Column With One -Max, spacing shall not exceed #5 From Footle TO Tie Beam 48" unless otherwise noted g 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 Cx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill iiIII- 14"w x 18"d Concrete footing with (2) 45 bars cont. and #5 transverse bars at 48" o.c. GARAGE CURB DETAIL SCALE 1/2" = I'-O" ?i 3 2" x 6" IT 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 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. O :. Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Braden..- —. Architects — PlannersCoconutE-mail: bradenaia8comcast.net Stuart. FL 349% 4 • • 20'-0" 1 I --, =1 F4 — r— 10'-0" —I 00 O O i i t 00 00 4 8L I � L— 0 I Filled cell under girder above Oi I FI IE 0 1 — 4„ UJ Z_Rear Patio/Slab to be poured separate ® L from the house slab. I o o I� IE I � Er I I Thicken footing to 24"w x 14"d x ZVI- under filled cell FI I EO O E ° O O 00 J under girder bearing. 1 Er— — — — — — — — — —— \ — -- I FI � I E Rear Patio/Slab to 1 ° I be flush with bottom of sliding door recess. Slope 1/2" I -i IE- i I EI I I FI I EI Io I E I 4" concrete slab with fibermesh OR I H 6 x6 #10/10 WWM on 6 mil Visqueen over E clean compacted termite treated fill I7 I FI I I E r T h- i F- OF- ' °I I I �Io1= o �I Oo — nL -- 1 I -- — — — — —— -- 4" (P Steel Ballard J 0 filled w/ Concrete Ql owl I I �o F5 EI l l I Q) IE v us Co a�a I I I F �N ��4J o f l i—_„ I SEE I I —� �'°� I 00 EEI �o� IE 4J I'- /�Ir- / OL--_—__—_—__—_--� _ EE E I i i E E LU u �I F4 IL O I x I E i n r-� 0 � Ot ——— — — — — —— —_ E EO OE 1.5" Recess forZ�J Q �� F arage oor 6'-2" 3'-5" 91_01 2" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 0 N 4'-0" A/C #I I m I N REVIEWED FOR CODE COMPLIAF-' ST. LUCIE COUNT`'' SOC:C FOOTING SCHEDULE Mark size Description �ff 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I611D COLUMN FOOTING WITH (4) #5 BARS EACH WAY r- 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn Revisions Sheet Comm # G3-25-20 GARAGE RIGHT Drawn by: l 2 — 2 1 C.C.U. Checked by: ED. R.S, OF 5 R00F 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 I9/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these ans for zone 3 Ke Area Edge Field Fastener Pressure Zone I Bid ring shank 45 psf Zone 2 4" (o" Bid ring shank 14 psf Zone 3 4" 4" Bid ring shank 84 psf ** Zone 3a C L" 48 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 Venfu wlth Plan Concrete 12 "x 12" /Lintel 17— Column Block UI Rebar Reber 48 Bar Ola. Min. Overlap Column to Lintel 4ttachm&nt NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel t\ Provide Cast —Crete 8U8-OB/OT precast lintel set in mortar _ Min. 8" Bearing -- --- - - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck :ached per jamb ails into filled ci 4" Pre -cast Sill R-II batts Filled Cell Provide 45 bars with min. IS bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = I' -OR SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT 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 Tape 2 felt paper using Old nails. Substrate to be 19/32 COX Plywood nailed at C o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11(51.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ``- Additional Precast Lintel tt5 bars ',, >'"' '-;'^'��'• CLEARLength Lintel Bar Length Clear Span a Aii Bars a B ii Bars I'-6" 2,43 - f i i 2'-0" 2'-8" none ----" t----v----� 3'-4" 2'-2" 2,43 none 81128-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none #5 bars CLEAR.' "t' 4'-6" 4'-4" 3'-2" 2.43 none One Row of "H" Block Above 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none Precast Lintel Additional 6'-4" 5'-4" 2,#4 none 45 bars 1'-6" 7'-0" 6'-2" 2,45 none BFIL-IB/IT BFIL-IB/2T 8'-4" 1'-10" T-O" 2,#S none NOTES: ALL reinforcing steel is grade 60. I, min. coverage of steel=l.5" 2. min. bearing required a ea. end=8" 3- standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel -SizeSpecification Cast -Crete Rows of 'H" Block Above Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-6" 8118-OB/IT 1 #5 3069 1549 1024 L31 2'-L -0 2' " 4'-0' BPS-OB/IT 1 #5 25LI 1343 143 LIS 4'-5" W-10" 8F8-OB/IT 1 tt5 1105 1 909 3311 L50 5'-O' L'-V ere-OBAT 1 #5 1238 635 121 L60 L'-8" T-L" eF8-OB/IT 1 #5 loll 121 534 LBO 8'-O" T-4" eF8-IB/2T I tt5 2 #5 152 591 512 L90 "i 10'-L" 8F8-IB/2T I #5 2 #5 L43 530 401 L90B 9'-O" 10'-L" BFI6-6/2T ONE 1 #5 2 #5 1533 1183 401 LI00 Iii II'-q" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0' 1 81111 ONE 1 #5 1 2 #5 13L6 1 1028 452 LI20 IT -Ow 13'-4" 811 I #5 2 #5 411 428 324 LI20B 12'-0" 13'-4" 81111 ONE 1 #5 2 #5 1015 110 324 LI40 N'-O" 15'-4" eFIL-IB/2T ONE 1 #5 2 #5 1250 409 259 L160 Iii IT-4" SF8-IB/2T 1 #5 2 #5 300 192 194 LILOB L-On IT-4- ON q50 SOO 94 - 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. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss 1 with (IO) IOd x I /2" Wads ( 24" o.c.) supporting Max.as 1810Ibs. up lift eag Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web Aluminum Drip Edge t Fascia 5/8" thick stucco on 3/8" hi —rib lath 12° 2° x 6° Sub—FSaCIIfl attached to horizontal and vertical wood framing with nails or staples to provide no lain then I-3/4" penetration into orwood framing and 3/4' penetration into vertical wood framin members 9 Kagcan full o vent vinyl sorrit installed using 1/8" dia shank x 15" long gale roofing nails with 3/8" dia. head per product approval — see chart sheet ttl 5/8" thick light textured - 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied stucco on typical concrete block construction VIan Varies - see p 45 bar vent. w/ into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous 30" overlap at each filled cell BEYOND 9 Rear Patio/Slab to be flush with bottom of sliding door recess. Top of tooter 1( below finished floor J Step per foundation plan Slope per foundation plan IIII IIIIIIII..-IIII Trusses at 24" o.c. see shop drawings by others Frame ceiling transition L� as needed using metal studs field verify exact configuration and sizes china transltI Poured Coi concrete b Poured ConcretL concrete block i Concrete l Manufacture chars Per Specs lax. Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tuomal Stud Detail R-30 Batts -II batts Drywall ceiling see typical section nts 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing `m per manufacturer's Details 9 091' m ro $20: Stud Oetall Stud w/ Die Cast Zinc NITS Nickel Plated Wing Nut 114. ntS Brace Gable end with 2" x 4" SYP #2 8Ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER�F_D WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses /2" drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel Filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furrin stripe at 14" o.c. with R4.1 �r-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. co Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar points shall comply with FBC 12601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) C F ll o) ] = X L s O�rn N S v.,.a L a� H`6oa Q W L at _� N U) v E_ L _ 03 vN L L r Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" O.C.) Supporting Max.nto pp g ax. (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet . ry 1.90 1.90 BI BI LLO BI 0 W r; L90 BI 3N BI V LLO ' N W JJ //X\ 12 L BI n/ zo W — j 2„ BI (Lzms 71 W E E S OPE N q- C I u I W N W o ,a I I � CA Zz1A 'o I � y W n W I 2r N/Z p I 4 g/A /I I BI L31 L T. r 7.7 I C 0 N Gulf Coast Suppl4 and MFG 5 Crimu Metal rOOflhm FL 911651.12woo underlagmewi steinstalled with (type 2)e30wllbhfeltf minkla UT sfastened with corrosion re istant tin ca s and eck to trusses using attachme rows lZ—vX. ri field. Attach t detal orn this sheet BI SIC J� r — — — —— ki Attic cceu 12 a Lwith light ------i SLOPE 4 gI I I U u ( ted TS I 8-0" MAX. I with 2" x I T S Oft back of top ch( I I TI I z I r Z. I p I77 I BI I m j BI L31 .;. I I BI I BI I 1 BI L45 N I = N B I tyLI(J); Q o W L50 on urrica anc ET r a 2 eac trus — N\ BI F- ° _ ( c.) 5uppo tiny lax t- 1810 bs. u llijift if� 10 O I1BI B I L90BI a Fill cell with concrete and ROOF: O L J� (U #5 bar g shall ( not x. A 'Max. spacing shall not exceed N. Brace Gable end 4" SYP 42 min. nailed to bottom rds using (2) IOd ails at each truss REVIEWED FOR p ^Ong rn�nPLIA'�C 48" unless othion plan noted — ST. LUCIE COI�I"!T Wood see foundation Ian notes for OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET B�se spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 'i UNLESS OTHERWISE NOTED ON THIS SHEET BOCC Cxb" #10/10 WWM on 6 mil Vlsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE IT -IIII J-I 1-11-111� iiii Iq" FI T�plcal Section at Front Forch 1 /011 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 1-2-19 - - - - PANEL "A" Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 1 20 L2 kw #12 Rerrigerator I Range #G 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 G Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 7 8 1 20 #12 Bathroom Recepts 9 10 Air Condansor #10 5.0 kw 30 2 - 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 I Air Hands #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 1 15 #14 General Lighting n #10 5.0 kw 25 2 I IS - #14 General Lighting 19 1 IS #14 General Lighting 21 $22GDO #12 0.8I K 20 11 I5 #14 General Lighting 23 re Spare 25 re Spare 2l re Spare 1 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq: ft.) .. . _ ....... Small, Appliance_ C rcuit(.$). ... _ . . . . .. . . . ... . .......... Range . ......... ......... ......... ......... ........... Refrigerator.................................................. Microwave �1 Dish..Washer.................................................. Clothes„Washer............................................... Clothes„Dryer................................................ Water Heater ............ . . . . . . . . ...... Garage.Door,Opener......................................1 1135 3 5,205 2 1,300 3,000 1 12,000 12,000 1 1,200 1,200 , 1.500 1,500 1,200 1 1.200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 810 810 Total Watts 1 35,615 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,415 040% 1 O 10,246 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Am a Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed FB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light -8 Waterproof ground fault circuit w Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxlde Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc::'l Electrical Meter ® Smoke Detector Ceiling fan Qv Television Jack Telephone Jack A osc A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® sFxR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION l B/A = BALANCED AIR PATIO/SLAB PATiO/SLAB I I GR1AT ROOM I I Center Reg late" 149 CFM on Ceiling fan 169 CFM IOXIOXi I 0 x1oxl DiNING ROOM H.B. \l �/ �J Vent thru___ e _ 14 S-OT It _ _ 8 x4 Tm _ I 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECiVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. x2/0 AL SER Cable (3) 41 THHN Copper With ul Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit I50 40 conduit sleeve ISO MCP Iattic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can O METER METER Intersgstem bonding Intersgatem bonding 2" PVC ( FPL)� Termination point 2" PVC ( FPL� �schedule Termination point schedule 80 80 2" rigid service FPL 2" rigid service FPL GEC < Bare tt6 cooppper wire to (2) 8'-O" Galvanved GEC Bar #G c per wire to O 8'-� Galvanzied ground rods ground rods 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. 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: 1. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1, Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refriqq��rant lines that are run thru slabs must be sleeved in -PVC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed s stem shall be Fully operative. 12. Contractor shall pay For all 'Vees, permits, testing, and ins ections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress or construction. 14. All required insurance shall be provided For protection against the public liability and property damage for the 2Ox20 I I I T Ib" I I I 232 CFM I 12 xL x1 LJAI _ SECOND BEDROOM 12x12x8 i j B/A dJ I 12„ 91 143 CFM loxloxb MASTER BEDROOM 163 CFM IOXIOx6 B/A rt ra iCJ r- AICJ 12 l A rOZETI 8 O I I 153 CF' 12xl2x1 34 M BAT Soffit CFM LF _ I e A/C > 22" x 54" - 1 Attic Access = with light 1 Q QI L - - - - -- ` - JI 150 Amp �i Panel Meter COVERED PORCH 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 MEC�/4 ICAL L/4 'CUT SCALE: 1/+' = I'-011 15. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected bg others. other phase of installation that may have been damaged. 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 of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe From any other service. the requirements necessary for the equipment to be placed in working order. 23. All ex posed wire below 9'-I" shall be installed in metal EMT p Il. proper All work shall be done in accordance with the N.E.C. and conduit. Shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per meet all standard requirements of the local electric utility FBC RM1502 and telephone company. 18. The electrical system shall be completely and erfectively I B grounded as required by the latest edition of the N.E.C. 19, All material shall be new and shall bear underwriters' labels where applicable. Braden it Braden AII, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 349% #AAC000032 Vl/ 11 ,covered Porch `\ MASTER BEDROOM I � \ / WP GFCI 7Carbon V G R AT Smok- - - RO 0 M Monoxide Detector _ Combo I S 0 I M I I _ I _I __ I �� I � N II LQSET II II I L - - - DINING I GFCI m ROOM 0=ci GFCI �@ I KITCHEN �� N J�I--------j I ° c HIMES C.M. Detector onlyy per FBC 3'-2" 3'-2" 24" \ H.B. R314.3 1 \ O� M / Exhaust Duct F CM `\ Thru Soffit r LU I ( enter > SECOND N BEDROODI CT / PB /\ I / \ Wire Fr Front Post Light WP GFCI 4 0 \ �QVERED / P O_R-C F� ' n rN �s0 H. 'h GFCI Attic Access L with light / Optional 15'0 Amp panel location / Panel Pull chain light in attic / 42"h GFCI GARAGE Garage Door Opener r-----------------i I I I I I I I i I I I I I I I I I I I I I I I I 7LEC7FICAL F)L/4N b'-3" v LL Post Light with I Photo cell Wes( ne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc, to under disc. In not shown for clarity Q A/C #I eter W REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 13 C C SCALE: 1/4" = ii-011 Attic Vertirq Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 3-25-20 GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. Sheet E1 OF 5 Comm # 12-21