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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlayment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails �aced V o.c. at all laps _and -two Jstaggered�rows 12` o.c. in field. Attach 12" H. •. 12" .H. 5/8" thick light textured O ^ stucco on typical concrete block construction - - - - - - - - - - - ;;6:;6 L6 o' Finish Columns with 5/8" thick cut coral finished stucco bands RiGHT ELEVATiOi\l 12 "4 1 SLOPE 5/8" thick x 8"W cut / coral finished stucco bands -O" = Finished Floor Gulf Coast Supply and MFG 5v Crimp Metal roofmfl 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 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced i o.c. at all laps and two staggered rows 12" o.c. in Field. Attach deck to trusses using attachment detail on this sheet .a v trite ,ww� WWI u, 56u66V Uri 61JP16ol 6Vr161 C:6G finished stucco bands block construction SCALE: I/4" = I'-O" ELE\REAR ELEVATION Y A T I O I `t NOTES: SCALE: I/4" = I'-D" - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at 4:12 unless otherwise noted /� 1� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - Any changes to this plan shall be submitted to the architect zL ge. re crimp metal roofing attached to plywood deck uaging #9 x 1.5" 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5° (tyopde screws hPeltf underlayrtWentelnatelled with minx 4 acing laps over aASnd LMenDd wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval In writing prior to startle construction. e p p g p g laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 lb felt underlayment Installed with min. 4 side laps and 6" end /� III spaced 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - Return ALL S t U C C 0 Bands Into Window Or Door . d g spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach raced to trusses vain attachment detal on this sheet deck to trusses using attachment detail on this sheet 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 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATiON Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Door@, Sliding Doors, Vindows de Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TAT Expiration Date Design Pressure of Approved Tests 1,2,3 E4 FLU 11419.2 Single Hung Series 185 MI lUmdOWs and doors ram .sic corner 2 3 and G" t e fa tar thraugn PT H ckatinta iolld � tC Ml� man deg win 2S" edge distance Pin'rstrict adherence ± 60 paf A I1-110E Overhead Garage Door Model 824/811 IL' O"mmax �iiight DAB wetu v' see i :fie„ t; t m asL� � i u �'�$'�� ae�It r sa�P approval 10-9-21 + 50.0/-LD.O sf p B FL# iL04.1 Fiberglass gins eh Pro/ Jeld-Wen Elco 1/4' da to con with min 1.25' embedment at 3" max from corners and'ITV o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 1120 Mi Windows and doors X ono pandtratian at max ton corner and ?co.c. , b row thereafter throng PT Book Into soled Po1 onu wan maintaining i m 2.5' edge distance m strict adherence to tM odes[approval.TEST + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method at7tion tteo Design Pressure of Approved Teats Mullions FLU 15353.E CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" Leptons with min 1 1/4" embedment Wnetration into each Mull Clip. Attach mull to clip using M) #10 x 1.25' rB Lapping .crews per dip as chase in product approval. + 118.9 PSF _ Roof FL# 11451.12 5V Crim Metal rim,', Gulf Coast Supply and manufacturing 2L 5v trim metal roofing attached to plywood deck using a9 x 1.54 (type cr 30wit It, fit ustali g ant installed awth max4paads lapsover ranESLMsnDd bps fastened with corrosionaieweterit tin ce s and with 1.25' ng shank nods iced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detml-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 6" o.c. screwed to soffit framing using #8 x 3" wood screw* at each truss. Install soffit to battens using 0,12" dia. x 1.6" ionis rina shank nails with S/8' dig, how . +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 I/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 ) SCALE: 1/4" - 1'-0" 2" x 4" top plate base -board 5/8" thick x 811w cut ---" coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. 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 Braden 1t Braden AIA, PA Architects - Planners q11 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart_ FL S4994 1#AAC000032 n /8" thick x 8"W cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 �¢ SLOPE SLOPE Ir' SCANNED By LH• St. Lu F ®®®®. Elba EA ®®OI ®',I. 5/8" thick x 8"w cut LM coral finished stucco bands ®®®® R 5/8" thick light textured Finish Columns with stucco on tgplcal concrete coral block construction finished stucco bands FRONT ELEVATiON SCALE: 1/4" - 1'-0' _( nee Building Corp. The Grand C Spanish Lakes St. Lucie County Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) 4201 Florida Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Categorg: 11 Wind Velocity: I45 mph ultimate '- " Mean Roof Height: Roof Pitch: 4:12 Internal Pressure oe icient: ±9_Ig )ntoj Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heavu TO; Width oP Roof End one: -4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = O.l2L Adjustment factor for Exposure Height: ASD desi n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: OA'0L+O.6WI_ Components t Cladding Wind Pressure (NET) Roof Zone: I. +20A,/-32.6 psf Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +201/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35,8/-38.1 paf E3 = Roof Zone I Wall Zone: S. +35.8/-41.8 psP Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yea END ZONE Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X By Test: pal This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHERr Roof Zone 3 ROOF LIVE LOAD: 31 pal' ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD:1- psf FLOOR DEAD LOAD: 10 per JOB ADDRES3:U ),3 -2-P, GARAGE arlton I LEFT Date Drawn 3-21-18 Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet Comm :f,_i1b ► 12-2� OF 5 FLOOR PLAN K� C_R.4S;-I PnST nFTA1L TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verifq ALL notes and dimensions prior t0 p 34" high bg 4" diameter steel crash post. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, ia�ai3/8"bosolksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum IAOO F.B.I. fiber stress. 4. No dissimilar metals to touch. 2%2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix � �3/8" 2'2. L. Drywall at ceilings shall be leveled and attached to bottom chord OQ 9" of trusses with screws per FBC R-102.3.5. o 0 2�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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �," y2" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. 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 1" L" P.T. Buck to Masonry Beam flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation x nailed 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. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C11-18, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for drywall Into Spacing Installation of Maximum Nails FScraws wood framingg members 2" x min. thleknoes Ceiling Perpendicular 24" 1" 121. 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either I6" 8" IL" Direction 15/44" head OR Gypsum board nail 0.084' dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler naiall O 0.092" dia. xR 1 1/8" long with Walls Either I6" g" Ili" Direction 114" head OR Gypaum board nail 0.0915' dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/I4" 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 3/14" 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 a pro 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 C1118 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 accompanying smoke developed index not to exceed 460 when tested in accordance with ASTM E 8-4. insulation shall comply with F.B.C. R31(.. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 it 2) 30 lb felt underlagment installed with min. 4' side laps and 4" end lane 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 PRE-EGINEERED TRUSSES ( 24" o.c.) suppoiling Max. q atN24"o.c. TYPICAL 18101ba. upldt (shop drawings bg manufacturer) Aluminum Drip �''"� \R-30 blown Fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" 5ub-Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full a vent vingl aoffd installed precast lintel filled with concrete and (l) #5 bar cont, for bottom row over openings uengg 1/8" die shank x 15" long galv. dia. ""xing nail, with 3/8' head per product approval - see chart sheet sl 1/2" drywall over I" x furringg R4.1 strips at IL" o.c. with frfod insulation on typical 8" Block walls 5/e" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete i m and shall meet all pertaining ASTM codes. Mortar to be Tgpe M only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R401,2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings 4' concrete slab with fibermash OR 0xb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade I- _, it � � I� I I I � ll,, ,llljlll Illliill -III - j1114" x 14" Concrete footing I with (2) #5 bars cant. and #5 TYPICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-O" N.T.S. Head fixed door slidingdoor 7 1 I/2" i 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 JAL I I 1 2M VTR JIL Mastery/� Bath I IL v. I I 2• Lev. 1 I ,• 1 2" VTR W.C. I JIL I I WWI 3 J I Kit. Sink I Kitchen 2" I i • I Lay. I 3' W.C. Bath #2 shay. 3" C.O. To Septic PLUMBiNG RISER I' x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track ----Tgpical Flooring Sr11 Install SGD thru buck into block with 3/14" tap -con with Sliding Door D eta,, 1 1/2" penetration at L' o.c. max. From each corner and 20." o.c. max thereafter at Jambe per product approval Jamb At Masonry Wall NTS UIInd ow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-Ske"x 5'-3 %s" 54ke"x 43!4" Single Hung ZONE 4 2, V-2Ye'x 5'-3'/a" 15" x 43 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21Y2"x 38%s" Single Hung ZONE 4 4. 4'-5Ya"x 4'-2%" 54'/s"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'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X G'-B" 41 %;k 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" %S 14" x 81 ; ;Mt"" Sliding Glass Door ZONE 4 D 2'-0" X L'-8" Solid Core - Wood - G-Panel -Bi-Fold Finished 24" x 81 E 2'-G" X 4'-8" Solid Core - Wood - G-Panel F 5'-0" X 6'-8" Solid Core - Wood - G-Panel - Br -Fold G 2'-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-G" X c-8" Solid Core - Wood - I. -Panel - Bi-Fold K 2'-8" X (.'-8" Solid Core - Wood - G-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 0) I C"i 0 N N Venj Dryer throulmh wall v I t"v 2" f d 4'-O" o A/C O I v- 0 ir- Meter O �" -v 14'-0" 9'-L" 12" 8'-6" OPTIONAL O PATIO/SLAB 00 EGRESS O " 12" x 12' Concrete column / block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 12'-8" (I o " Oo I]e o o " MASTER © 1 BEDROOM to! 9'-13" A.F.F. 8'-0" A.F.F. 'IV Vaultedl Ceding IV Flat Ceding GR IAT ROM 0 I I Rod t half i L'-O"1 6' 4" I I M Vanity to i 34 Y2"hl9 �r_ I l J C L O 1 0 2" x 6" knee -wall 8' O" to 9'-e" A.F.F. IT r R below counter op Vaulted Ceiling O 1 I g DiNING y NE Rod t Shelf J 8" 7s F� 1 ROOM F., I ATH ��' �� 1 Vanity to be 1 q I 34 Y2"high 9Y Hi hl„wall in i1'-O m KITCHEN 3'-a" I, o _�� m O 8'-O" A.F.F. - - OJverfiang - - - O " H - Flat Ceiling , 6'-0 Upper cabinets to [� ext nd over Ref. n 0 _ � _ 1 E BATH T22" wlaaq ipSteelBalLJ lardSeadetal op �b22" zProvide auto Attic Accp I closer with lighI L----I50 AmpP nel © in 0 I O N 3'-5" install windows thru buck into block with 3/16" tap -con with 1 I/2" penetration at 6' o.c. max from each corner and 20." o.c, max thereafter at iambs and 20" o_c_ max. Exterior Pace at head and silper product approval of wall / \ Buck to be I" x 4" PT GARAGE -4" A.F.F. Flat Ceding r-----------------� i Block wall in i garage to be struck block i I I I I I I �/ I I \J`iJ Rod t Shelf Flat Ceding SECOND BEDROOM F• 0- EGRESS 0 COVERED 12" x 12" concrete ORC with con rate and (2) into lintels 12" I. lit �n N I In J 3'-I" I block filled are vert. tie 0 e \ in 6," :o 9'-O" 3'-4" 9'-6" 30 34'-O" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 114" penetration at 12" o.c. max and 4" max from each corner thru Exterior Pace 2" x 6" PT Buck of wall / \ �_I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB, HEADER, AND D e t a I I at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION J NTS Braden il Braden AIA, PA Wes( n-ne Budding Corp. Date Drawn Revisions Architects 41'1 - Planners S.E. Coconut Avenue The r a n d Carlton GARAGE LEFT 3-21-18 Drawn by: Tel : (112) 281-8268 C.C.U. Spanish Lakes St. hucie County Florida Fax (28c-8283 E-mail: bradradenalascomcast.net Checked by: D.R.B. Stuart_ FL 3499L #AAC000032 J. 48 Wood screws thru jamb mto buck at each hinge and 15' o.c. max and prior to door attachment NTS Sheet 2. OF 5 Comm # 12-2� 4 STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY - 10'-0" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN I -� — PROPER ENGINEERING DATA FOR DESIGN. _r ° ° E ° 619 ° E — — — ° ° 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9 DESIGN LOADS ARE AS FOLLOWS: FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF ( = 47 PSF i i : i ± i i i _ — — — — — — ° r — - — - - - — — — — O FI 8 to ALL COLUMNS, WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I LOCI I I ©` BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" I - Filled cell under 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO FI 1 girder above 1 1 0 I SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t 1 24„ I I o 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL, ON MIL. POLYETHYLENE VAPOR Rear Patio/Slab r I J to be poured separate r �I o WELDED WIRE MESH REINFORCING 6 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FiLLALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR from the house slab. I I O m (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. N ° I171- MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, — I SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS x 24"L x filled under I FI under filled cell BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. ° ° °l - gp- IF)EI 1 10 1 1 1 1 TET-TT7T7D ° I L — — — — , — — — — — — — — — — — E PASSING THE US STANDARD NO. 200 MESH SIEVE, PLACE FOOTING: 3" 1 i STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" v Rear Patio/Slab/to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY �Uc I be flush with bottom of I ° PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. avq mN 1 sliding door recess. F_ I F u_ Slope 1/2" i- 1 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI if II - DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I I ~- ATTENTION OF THE ARCHITECT. 15• ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 �- I PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I �- 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I I O FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, FASTENERS TO HAVE MIN. G185 RATING. i FI I FOUNDATION FL,4N ° I ° I I 4" concrete slab with fiber esh OR E I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" H.B.I for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New E� 6"x6" 1*10/10 WWM on 4 mil Vsqueen over 1 notation and dimensions before starting construction. Construction. 1 clean compacted termite treated fill 3. Soil conditions assumed to be 2800 psf. Should any other conditions be encountered the architect shall be notified In writing for revision Soil treatment used for subterranean termite prevention y inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfillmg and compaction is complete. filled 1 45 bar Vert, at 48" 8. Contractor to provide cell with concrete and If Boll area is disturbed after Initial chemical soil treatment�- o.c. max. Provide (1) filled cell on each side of openings up to —II Wide, area shall be re -treated with a chemical soil treatment `'—ll" Including spaces boxed or framed. I Provide (2) filled cells on each side of openings from 6'—O" to and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and I I shall have filled cells at 24" O.c. unless otherwise noted (see section) consumer services. L Contractor to provide for Form Board Survey— Form Board Survey° p Protective sleeves around metallic piping penetrating FI � I to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose E H.B. 1. Contractor t0 provide for soil test prior to construction and provide containing materials and shall receive application of p p p a copy of soil test to architect for review prior to construction termlclde In annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be �0, meeting ASTM A-16 and I Q grade A-35 specifications. ALL Anchors to be A-30-1 steel. Ja -- — I 9. Provide a minimum of 3" concrete protection at footings and o A/C E — — — — — — — ——•fl I I FI 1-1/2" concrete protection at beams for ALL reinforcing bars. #I I ,°� Steel Ballard I F\— W n if filled w/ Concrete 0 F5 j I I Ip1 I #5 bar Vert. w/ Thicken edge to 8"x8" fibermesh OR I Q 1 I E �� 30" overlap SEE TYPICAL with concrete and 4" concrete slab with 1 I ` - - I I m at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over w y w -v o -A clean compacted termite treated fill e I tmiav i 4" concrete slab with fibermeah OR GRADE w W n e 6"x6" #10/10 WWM on 10 mil visqueen over�'° I I I 0 clean compacted termite treated fill — Et! 1 Grade —_ _— I I I IIII . I `' `s E — — .. � i � �E_ •'i{•,:r •, —_IIII_ 8 N _iI R7 '' 0 ��� I � I III '' PORCH SLAB EDGE DETAIL p °�Q'3 E8 1�"w x 14"d concrete monolithic —� IIII - footI ng with (2) #5 bars cont. SCALE I/2 - I -O ,' u0_ o #5 bar Vert. w/ IFS - tt v W TYPICAL FOOTING DETAIL 30' overlap at each Filled cell ° b -u o I SCALE 1/2" = I'-O" SEE TYPICAL X I I LU I ECTIONS 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonry Column With One 6"x(V 410/10 WWM on 10 mil Visqueen over based on gar, floor 4' concrete slab with ribermesh OR 45 From Footing To Tie Beam slope. 6"x6' UIOAO WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI I I �, — clean coin acted termite treated fill p clean compacted termite treated fill F5 Recess for r L L� 1 #5 bar cont. #5 bar in curb See Floor Plan For Location \ fO'-0" E — _ _ _ — ° — — — — — — — — — Garage Door — — — ® F.F. ° o F Step per :• ' :°Il • foundation pan Grade ;.. .... '.... :. ...." L do O 9' O" 3' S" 6' 2" 12" x 12" concrete column block filled .. :+ - - `! — -Column Single Filled Cell with concrete and (2) # bars Vert. ti into lintel* above 10" (2) #5 bars Cont. bottom steel 14% x 14"d concrete monolithic "' I NTS I i—i footing with (2) #5 bars cont. 12 14„ FE / DETAIL AT ( 12' x 12' concrete column block filled with concrete and (2) 41 bars Vert. tied into lintels above Top of footer I6" below Finished to RAGE STEF'UUWN SCALE 1/2" = I'- .Verify house slab height in field ARAGE CURB DETAIL SCALE 1/2" _ rniea t,en riasonry t,oiumn wir.n vne 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location IIII (IIII I i .. IIIIIIII—III I— =d I� _ 4 .. =����-„MILT II Double Filled Cell Column NTS 30 x30 xl6 concrete 2" x 6" PT wood secured with /� A /� column footing with (4) 3/8"ilia. x anchor bolt at 6" h 18" o.c. Braden A Braden I,4, P,4 IIII— J_ 45 bars each Way overhead door track secured to wood jamb per manufacturer's product approval Architects - Planners 411 S.E. Coconut Avenue 3a" Garage Door Jamb Detail Tel : (112) 281-8258 COLUMN FOOTING DETAIL INARAGE PE MITnOOR TO INFO BOXWITHSTAND ON SHEET PRESSURES1..SEE PRODUCT NTrJ Fax (rade 28scomca3 SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. E-mail: bradenala comcast.net Stuart_ FL 34996 #AAC000032 W4nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida A 0 z FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #S BARS CONTINUOUS Q 30' x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"111 x 8"D ITHICKEN SLAB EDGE WITH I #S BAR CONTINUOUS ©14'W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions Sheet 3-21-18 Comm # GARAGE Drawn by: arltOn LEFT C•C•U, 3. 12-2� Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2_ Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws basl d on pressure for roof stated in permit info box on these pans for zone 3 4 FT FT Ked Area Edge Field Fastener Max. Pressure Zone I 6 6 8d ring shank 45 psf Zone 2 4" 8d ring shank -1(.psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 148 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 Provide #5 bar& with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete SUS-OB/OT precast hntel set in mortar-. Min. 8' Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening calls For it. ' , fro}Gy,.(ylyy.• — ,'yy A�t ii a Provide PT Buck attached per jamb details into filled cal 4" Pre -cast "i =_- i Sill f 1 oured Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie �%fdlad cell steal into continuous / looter steel. y _ ,' Concrete Footing "ir`J:+':�:;` i`'e''-T+•�;'.'L'•':`. _'. to footer schedule for exact sizes) DETAIL AT WINDOW OPENING: IN Scale: I/2" = 1'-0" CBS WALL SINGLE PLY REAR GIRDER TRUSS No 2" x 4" blocking to veil. leg of truss with IQd x 1.5 nails at 4' oc. Verifg with Plan v Inatall Simpson MGT into wall using Concrete ncr le 12 "x 12" \ `' into wet "beam nand rod set IOd nails into truss / I —I Column Block Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING Column to Lintel Attachment ,4T CENTER BE)4RING, POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tyqpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 911451.12 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 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 lack to trusses using attachment detail on this sheet \ Additional Precast Lintel #6 bare f t.1Cr �•: 9 P :2':': 9 '•:"7.•. a' 9 CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars 1 !,sr,';•:F 1 1 ' 1 2'-10" 2'-8" 1'-( 2,43 none 3'-4" 3'-4" T-2" 2A3 none BF8-OBAT 8F8-ISAT 8P8-I5/2T Addltlonel 4'-0" 3'-10" 2'-8" 2#3 none bars ILEA ;; :.. % 4'-6" 4'-4" 3'-2" 2 #3 none no Row of "H" ''!.;+'.• Block Above 5'-4" 5'-2" 4'-0" 2.#3 none 5'-10" 5'-8" 4'-L" 2,#4 none Precast Lintelo 1 ' > Additional � i L'-6 L'-4" 5 _4112,#4 none #5 bars t--__a T-L" 7'-O" 6'-2" 2#5 none BPI6-113/IT BFI6-I15/2T 8'-4" T-10" T-O" 2A5 none NOTES: ALL reinforcing steel is grade LO. L min, coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard tar relnf. steel-ASTM A6I5 TYPICAL LINTEL SECTION �l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Winjow or Door Unit w h Lintel Size set -Crete Specification, Rows or 'He Block Above " Bottom Steel sR. Top steel sit. Max. Gravity 1.8 (FLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2' V-L' BPS-OB/IT 1 #5 300 15111141 1024 L31 T-L' 2'-8• 4'-O" BFB-OB/IT 1 #6 25N 1363 163 L45 4'-5' 6'-10' 8P8-OBlfT 1 #5 1105 909 339 L60 6'-O" L'-v 8P8-OBAT 1 #5 1238 835 121 L60 L'-8" T-0 8F8-OB/IT 1 #5 1011 121 534 LBO 8'-0' 9'-4' BFe-I19/2T 1 #5 2 #6 152 591 612 L90 9'-o" 10'-v sr8-IB/2T 1 #5 2 #5 143 530 401 L90B 9'-0' 10'-L" 8FIL-I15/2T ONE 1 85 2 #5 1633 1163 401 WOO 10'-O" II'-4" 8F8-IB/2T I #6 2 Its 582 494 452 WOOD 10'-0' II'-4" BPI4-IB/2T I ONE 1 #5 1 2 1 #5 1369 1028 452 L120 12'-0" 13'-4' BF8-I19/2'r I #5 2 #5 411 428 324 L1205 IT-0e 13'-4" BFIL-15/2T ONE 1 #6 2 #6 1015 1 110 324 L140 14'-0' 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1260 404 259 LILO IL'-O" IT-4" 411128-15/2T 1 #5 2 #5 300 192 194 LILOB IL'-0" IT-4" BFIL-IB/2T ONE 1 1 #5 2 #5 also 500 1 194 - 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 true& with (10) IOd x 1 1/2" nails — ( 24' o.c.) aupporting Max. 18101be. uplift Aluminum Drip Edge t Fascia 12" 2" x 0 Kaycan full o vent vimgl soffit installed umn 1/8" the shank x 15' long gals. roofing malls with 3/8' die, head per product approval -see chart sheet #1 12' x 12' concrete colt block filled with concre and (2) #1 bars wart. into lintels above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND 12 F 4 Aluminum Drip Edge 11 Fascia Flash and Counter v f lash Nail ledger to gable end truss with (2) IOd "� I at each web hi -rib lath vertical we 3/4" penetration members 5/8" thick light textured stucco on tgpical 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. Top of tooter IL" below finished floor Step per foundation plan Slope per foundation plan Poured Concrete or concrete block eau Poured Concrete ar concrete block wall Concrete Anchors r Manufacturers Specs e Anchors Per Curers Specs 1/4" Max. SizeSize mum Penal s per manufacturer — See Tupical Stud Detail 1/e' x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details Stud Detail Stud w/ Dur Cost Zinc NTs Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP 02 8ft back nailed to bottom Of top chords using (2) IOd nalle at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) to to U Oto N Q� �w U . ova a E C _ r_ Brace Gable and with 2" x 4" SYI 8Ft back nailed t of top chords usrr nails at each true �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth Finish a Two rows of beam block filled with concrete _and (U #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) 95 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Pi-fod -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" only proportioned per FBC R60'I.1 and Mortar ,Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc.,.) Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12" embedment into beam either wet act or in epoxg with (22) IOd nails into truss. Add blocking to Simpson HC I A :VV hurricane anchor at each truss ( 24" o.c.) supporting Max. E NIARWO W"AA I I 11 ffir NOWN 1 VAWMAMMAN-m ON gal I11101 MAN� 11 fr 10, Aw", A, HETA 20 FIII call with concrete and ROOF /` j� (I) #5 bar veil. R shaof ex. A I � 48" unlMax. appessnotherrwise noted ed Wood spacing d tion plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET J ings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET L"xL" #lo/Io wwM on L mil visyueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ical Section at Front Forch Scale , n = , " Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaiaecomcast.net Stuart. FL 34996 #AACOO0032 lea � X s I may+, t_ a_ 4 O 4L a = 11- a 0 N ra U J) :c i W U L o0 W Op uN .L 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 W4nne Building Corp. Date Drawn : Revisions : Sheet GARAGE 3-21-18 The Grand Carlton LEFT Drawn , C.C.004. Spanish Lakes Checked bg: St. Lucie County Florida D.R.B. OF 5 Comm # 12-2, OPTIONAL PANEL "A'1 Poles BR Load Wire Description clrc# are# Description Wire Load SR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHII #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. meter HTR 5 L Ran a U 12.0 kw 50 2 1 8 I 120 1 1.8 kw #12 1 Pump 9 1 10 1 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 1 20 1 1 20 1.5 kw #12 Microwave Is I& Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw *12 Kitchen S.A_C. 11 I8 Recepts #12 - 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recapts #12 - 20 1 I 20 1 1.2 kw #12 Clothes Washer 21 1 22 Recepts #12 -" 20 1 1 20 0.61 me #12 Garage Door Opener 23 24 Racepts #12 - 20 1 1 20 IA kw 212 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 28 Racepts #12 20 1 1 20 $12 General Lighting 24 30 Recepts #12 20 1 - 1 20 #12 General Lighting 31 32 Racepts #12 20 1 - I 120 1 812 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 20 #12 General Lighting 35 St Bathroom GFI #12 - 20 I 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I 1 20 $12 Bathroom GFI 39 40 General Lighting #12 20 I share 41 42 a are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts aq. ft.) small. A.gpliance. Circwt(a). . . ................. .......... . . . . . Range ......... .................. .......................... Refrigerator .. ............................................. Microwave..................................................... Dish Washer .Clothes_,Washer............................................... Water Heater Water, Purqp .................................................. parage.Door, Opener. ....................................... 1135 3 5,205 2 1,500 3 000 1 12,000 12,000 1 1,200 1,200 I I1 1 $00 1 1,200 I200 1 1 200 1,200 5,000 5000 I 4,500 4,Soo 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 '340% 1 O 10,944 Electric Heat or A/C 10,000 965% 1 10,000 10.000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend 8 Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Fan Duplex Outlet - Ceiling Mounted Light =0 Special Receptacle Cl­- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack- ® Carbon Monoxide Detector 4& Flood Light Thermostat I:= Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ❑- Telephone Jack osc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom 10 CFM IOxlOx6 PATIO/SLAB MASTER BEDROOM GAR IAT ROM 10 CFM IOxiOxb 12x12x9 B/A 149 CFM Center Resters on ceiling fen ICFM ° IDxIOx I lOxlOx1 12x12x9 B/A CLOSE H.B. I 8x4FM x4 I sx4x4 � - - - J 12" I I 3 CFM ---- DINING Soffit ATH ��' \\\ i ROOM lo- �N I - - - - - - - - IL 153 CFM 12 12x12xi20 ° CIO 8x4x4 1�" 1 Ir��qAi 18 FM o I A T H - - - O O - 20KZ0 T A/C I I 1 ----- - EH. � S#I 27 x 54" > , 116" Attic Access O 1 with li t ° �p Q 2 L - - - - 1 d 1 12�xFM 150 Amp IL - �.T �• J Meter Panel R� GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN � � � � � � � � � � � O = THERMOSTAT LOCATION UT B/A = BALANCED AIR Electric Notes: SCALE: I/4" = I'-O" 1. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. li. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical sgstem and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessarg for the equipment to be placed in proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refri erVaC nt lines that are run thru slabs must be 19. The electrical system shall be completely and effectivelg sleeved in O grounded as re the latest edition of the N.E.C. required b g 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed sgstem shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22, Furnish and install all fixtures as called for on the plans against the public liabilitg and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. gear from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 SECOND BEDROOM i 12xl2x8 1_y B/A COVERED PORCH �HB Vent thru A/C disc. AM 1'F2/O Aluminum feed I %s• Conduit � PA EL M TE aHu 2" PVC ( FPL 2" rigid service FPL Bare #6 cop perr wins to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet or under disc. shown O clarity Q A/C Meter J IG" MASTER BEDROOM Lot! 0 SH OPTIONAL PATIO/SLAB i ,.,Covered Porch'.. WP GFCI 1 1 1 I \ I �rJJ� I ll ITVI I (VlllJ1 Smoke / Carbon R AT Monoxide Detector R O M Combo O I S S I I I I I �I I Tv II I II I II I 1 GFcI DINING -`� I I \\ I I ROOM / I: FC \ I GFCI GFCI erg/t KITCHEN I I L - Amoka L. CArtLo Monoxide Detector Combo GFcI 50 CFM / F N Im GF 4FCI � / CLOSIE i m 42° GFCI ` I--2-2 w.H. I 22" x 54• 111 Attic 1 Access withh light I \ L J 150 el q \ Optional Pull chain panel location \ light in attic 92" GFCI GARAGE Garage Door Opener--- I I I I I I I I I I I I I I I i I I I I I I I I ELECTRICAL PLAN OCente 1 � ® S r BEDROOM / WP \ COVERa[!r / �1 SCALE: 1/4" = 1'-0" Attic Ventinq Calculations FBC 2309.7 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = I-f.16 sq. ft. required Provide A Continuous Vented Soffit Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with Photo Cell Date Drawn Revisions 3-21-18 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. 0 I N 6'-3" H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light Sheet Comm # E-) 12-2, OF 5