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Home My WebLink AboutBUILDING PLAN8'-I" T.O.B. 0'-0' = Finished Floor Gulf Coast Supply and MFG 5v Crimp Meta roofing FL 411651.12 2L a. 5v crimp metal roofing attached to lgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" c.c. max spacing over AST!' (type 2) 30 lb felt underlayment Installed wit h min. 4' side laps and 6" laps fastened with corrosion resistant tin ca a and with 5" ring shank spaced L o.c. at all laps and two staggered rows 12" o.c. field. A deck to trusses using attachment detail on t Is sheet 12 4 F.SLOPE Ns ,g\n e\.1-oROP C1 QNNur NS t P� Ti) AN(�SPECTORSTNA 11REU Ri �Si, v 1nl 1RD@P�arDES,. rDLV >� i1'tl . 2" H . .H. 5/8" thick light textured ® ® stu co on typical concrete block construction 5;8" thick x 8"w cut Finish Columns with coral fnished stucco bands 5/8" thick cut coral finished stucco bands ALLMANUFACTU G OMPLIANOE U FAOTORS AND Si1MUST G WITH FRC ENERGY GODS HEhryAIN ON pLL DOORS AND WINDONS UN i INSPEOiTONS ARl" APPROVED 5/8" thick x 8"w cu coral finished stucco band LEFT ELEV,47ION =i c\inTinr.i \inT=C� SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 51, 2L wood- 5v crimp metal roofing attached to plywood eck using #9 x L 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 L" o.c. at all laps and two staggered rows I o.c. in field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WIL51.12 26 wood" 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 underlayment Installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails stucco on typical concrete U/ 0 unit1 c.ui, t.Vlui block construction finished stucco bands 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. 1000 IV-0 12 SLOPE] 4 CONCEALED F 4RETHERESPO SRB�T 8e RA77ACHMENTS CONTRACTOR OFRECORD SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL UU51.12 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 A5TM 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 ?aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet i JH e'-I" T.O.B. 2 5/8" thick x 8"ll cut coral finished stucco )ands 'H. ®® . ° lO 3 5/8" thick x 8"w cut coral finished stucco bands �5/8, thick light textured III t2g:111c: stucco on typical concrete block construction - - - - ----------------�--- - - - ------------ - - - - -- 0'-0" = Finished Floor I In Finish Columns wlth 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATiON Product Approval SubTnittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows k Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER G iq. x gpcona W mir� ppnsytet on at mWNcc car n end L o.c. theraeFter through PT �uck into eold 12,3 FLU 11499.2 Single Hung Series 185 MI Windows ram each a� ��rlemtg min 2.5" edge distance m strict adherence and doors di111 spin Overhead Model 824/811 9'-4" DAB ss be xverr �•a aist"x eL""e-0ltl NLC Sseve eexae rt as ae. h t2s• ee. r'$set`r w 1• old a ostmiee. InNae v.cc "o 6w, ersctrt asenmmnw A L-0330.02 Garage Door max. width IL'-O" max height w !a 5/Is• x I / IJ thread Iw acre®. m esc ma a is• sits• es.x. - oc ee .vmtq edirr. to predrt spprwel 0. W t/IL' mxlmlM1 mmdYr eimr4. Elco 1/4' dia. tapam with min 1.25• embedment at 3" max from corners and 11.5"" o.c. max thereafter in and jambs. B FLU ILL14.1 Fiberglass smooth Pro Jeld-Wan Sliding Glass MI Windows trhead all deM row thearneeftero the- max. T ram raft corner and 1p cars C FLU 15332.2 Door Series 420 and doors PT Suck into sdld hided CMU wall maintaining min 2.5' edge distance n strict adherence to the product atorovai. Product NOA/FL NUMBER Model # Manufacturer Attachment Method For CMU use (2) 1/4' x 2 3/4' tapcons with min 1 1/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" Mullions FLU 15353.8 vertical mullion and doors self tapping screws per chip as shown in product approval. Roof FLU 1101.12 5V Crimp Gulf Coast Supply 2L ge 5v crimp metal roofing attached to pigwood deck using #9 x 1.5" wood screws with Belt sealing washer at 12' o.c. max abating over ASTM D Metal Roofing and manufacturing ltgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corraron resistant tin caps and with 1.25' ring shank nails spaced G ,; at all ImI and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on roof plan SCALE: 1/4" = 1'-0" 2" x 4" top plate NO IL Date on Design Pressure of Approved Tests ALL MANUFkCTUPFS I.ARI_ES SHOWING UFAOTOHS,iNDS113%I:UMPLUWCE WrTM FRC ENERG" CODE MUST REMAIN ON ALL tR)ORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED ± 60 psf 10-9-21 + 50.0/-(0.0 pat + 50.0 PSF + 48.2 P5F Ft• e n Design Pressure of Approved Teats + 118.9 PSF - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented 1Caycan Install using d x 2" battens at us o. I screwed to soffit framing using x wood screws each truss. Install8" soffit to battens using 5.0 PSF VIn 1 Soffit y .12" dia. x 1.5" ring shank d with /8" ilia.head- 0. di in Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" washer at 12 I/2" o.c. ± 45.0 PSF Panels Flu 15016.2 Storm Panels Products LLC alongshesbottomeandc13" o.cdthatNthertop I have reviewed the above and approved it by my seal below. ( Architect or Engineer of base -board OPOSEOWOPK ALLPP S tNESe"OsACliROANIcORCT�PSS o APES \R p B� F\E I \I ORDElk IOODES• 1/2" drywall ceding on truss I \ �ppPUOAR OMPL� W 1/2" drywall on 2" x 4" studs at W' o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"x6" 410/10 WWM on 6 mil Via ueen over clean compacted termite treated fill Interior Non -Bearing Partition 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 1110M I[ A I ICI II�PI FRONT ELE\/ATiON SCANNED BY St Lucie County ST. LUCIE COUNTY II IIjG DIVISION REVIEWED FOR CO PIjANCE REVIEWED BY DATE 9� MT PT OPLANS AND PERT MUSBEKEN]OB SITE OR NO INSPECTION(S) WILL BE MADE SCALE: 1/4" = 1'-0" AN 5/8" thick x 8"w cut coral finished stucco bands FILE " ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE FERMITTiNG INFORMATION (FORM 100) Florida Building Code Residential: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: Il�'-O" Roof Pitch: 4:12 Internal 'sressure Coefficient: ±0.18 Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12G Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.11 pat Roof Zone: 2. +20.4/-51.0 pat Roof Zone: 3. +20.4/-84.0 pat Componerts t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone. 5. +35.8/-41.8 oaf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walla Considered for Structure? Yes Continuous Load Path Provided? yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --1-5- oaf FLOOR DEAD LOAD: 10 pat JOB ADDRESS: - rc2d5 = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut avenue Tel : (112) 28-1-8258 Fax : (-172) 281-8283 E-mail. bradenaiaecomcast. net 08 Atiiart_ FL 3.499G UAACC00032 Wynne Building Corp. T h e C� r a n d Carlton MODEL: GARAGE RIGHT Da5e9-11 wn ; Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet 1 I . OF 5 Comm # 12 - 21 Spanish Lakes St. Lucie County Florida FLOOR FLAN <_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = V-O" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash at. Floor po proceeding with work. Flange with 4 - 3/s° 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into q slab (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. L 2%," . 2 4. S. NO dissimilar metals to tout . ALL Concrete used for slabs shall be min. 2,500 PSI concrete - ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ALL shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord -I. of trusses with screws per FBC R702.3.5. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a T-8" wide door at one bathroom for 2yi- 2yi handicap accessibility requirements. %_" G„ �2 12. Lowest finished floor to be set by Governing Building Department 13. surveyor to set in field. 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 450 FBC R302.9I R36 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than per .9,2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant r' x 6" P.T. Buck nail flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation deck or on the attic walls shall comply block with case prior to door harden attachme materials exposed on the underside of the roof 18. with F.B.C. R316 - see permit info box of code edition Gyypsum board material shall conform to ASTM C36, C19, C415, C514, CL30, C931 C40, C1002, C1041,C1111, 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 p g of fasteners Nall sizing options for Installation of drywall Into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8'011oong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail R. /2 0.080" dia0 x 15/8" long with Walls Either I6" 8" I6" Direction 16/64" head OR Gypsum board nail 0.086' dig. 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 bd cooler nail x� a Walls Either 16" 8" l6" 0.092" dia. 1 1/8" long with 1/4" head Direction OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/64" head. -*60 2 yi' a 0 0 to Masonry Beam / Walla Install SGD thru buck Into block with 3/l6" tap -con with lJ 010 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 the 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 tile in tub areas and wall panels in shower areas. 21. Insulation Includiapor permeable members installed ng facings such as retarders or v within floor-celling 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 450 when tested in accordance with 4STM E 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls e aced 6 o.c. at all laps and two eta rows 12" o.c. in field. Attach dpeck to trusses using attachment detail er this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails 12 ENGINEERED TRUSSES <�F!_E_lt 24" o.c.) supporting Max.F 240o.c. TYPICAL drawings by lelolbs. uplift (shop manufacturer) R-30 blown fiberglass Aluminum Drip � Edge k Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U tt5 bar Cont. In each row. Substitute precast lintel filled with concrete and (1)#5 Ka ycan full o vent vimgl soffit installed bar cont, for bottom row over openings ua dia shank x I S" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" dryywall over I" x furring R4.1 f-fod strips aE I6" o,c. with insulation on typical 8" Block walls =i All drywall to be installed per FBC R102.3.1 5/8" thick light textured is and shall meet all pertaining ASTM codes. stucco typical concrete w Mortar to be Type M" onig proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ FIII cell with concrete and 30" overlap ( at each filled cell not ex M. spacing shall not exceed Max.bar g shall 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 611x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade r ,.. . IIII-III III If ee IIIIIIIII it-IIII= = III IIII-IIII �� III _ �'''- -Iill ii 14" x 14,,Concrete footing He with (2) #5 bprs cont. and #5 T Y fi i C A L SEC. I O N transverse bars at 48" o.c. Scale : 1/2" = I'-O" N.T.S I I J fixed door sliding door 1/2" Bottom Track �I Sill Elliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1446 Front Porch = 141 Rear Porch = 200 Garage = 321 sq. sq. sq. sq. ft. ft. ft. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JIL I I I I 21' VTR JIL Mastery/� Bath i 2•hrl 2" l.f Lev. 4' 2" VTR 31 c. JIL 3� I i I 2' 3" % Sher. Kit. Sink I I Kitchen 2 I I Lay. 3" w.c. Bath #2 Sher. 3° C.O. Ta Septic RLUMBiNG RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall ypical Flooring 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 Jambs per product approval) a m b Window Schedule lark Size Rough Coen. Window Description PRESSURE ZONE I. 4'-5%"x 5' 3 %a" 54%a"x 63i;" Single Hung ZONE 4 2, 6'-2%"x 5' 3 %' 15" x 63 i;' Single Hung ZONE 4 3. 2'-2" x 3' 2 I/2" 2l1/2"x 38%a" Single Hung ZONE 4 4'T2%a" 54%a"x 54Ya" Single Hung ZONE 4 ALL Window and mullions ALL windows ALL windows All rough opening with manufacturer lii to be aluminum windows W/ tint per elevations. to withstand pressures in permit info box on sheet l in bathrooms to be tempered dimensions to be verified bg contractor s specs prior to construction Door Schedule lark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X '-8" 41 %i"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6 -8" 74" x 81 %' Of : ;;LeA Sliding Glass Door ZONE 4 D 2'-0" X '-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2' E 2'-6" X 6 -8" Solid Core - Wood - 6-Panel F 5'-0" X '-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6' 8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6 -8" Solid Core - Wood - 6-Panel 1 2'-6" X 6 -8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6 -8" Solid Core - Wood - 6-Panel - Bi-Fold a 34'-O" 00 00 00 00 - EGRESS 12" x 12" concrete column block filled E with concrete and (2) #1 bars vert. tied O Into lintels above o � Covered Porch i IT-8" O ❑° N 00 CDI I I I I El I El Ell O E I © MASTER E _ I BEDROOM q 8'-O" to 9'-8" A.F.F. u� M in Vaulted edtng `� 8'-O" A.F.F. n� v' Flat Ceding GAR AT � N RgOM ® I O I N Rod Shelf E ° Vanity to e I I 34 Y2"high N I w i 6 H.B. L S E T 1 0 O 8'-0" to T-8" A.F. 2" x 6" knee -wall below top W_ O M Vaulted Ceiling I counter I rr, rU DiNING I I _ __ ROOM L LINEN I a,� 8„ Rod Shelf A81NET E O W (111 if I SAT O O Vanity to be i �� ° E W 34 %2 ,high I I O Nc High Wall I E KII T C H E N m iv I-I/2"- J Vent throug ryer wall _ - i - - �ver�iang 8'-0" A.F.F. N t 0 Flat Ceding - u 0 H.E `0 Upper cabinets to extend over Ref. II v u 1 I " Filler N ffccTTppuu yy�� _ .� ATH _ _ 31C 4'-O" Nad-viatsnm- O O Rod it Shelf e -II Batts Wei _ 4"cli Steel Ballard I aefi- Q$tgd. $n this sheet Ln F j F 22" x 5-4- O Attic Access Provide auto N wth light l closer Q Q E 8'-0" A.F.F. OL 22" UU� Flat ceiling Ln 4„ 150 Amp o 6'-O" g Panel Meter FLLN a m 1O\ SECOND 0 BEDROOM E ERGEN Y GARAGE N GRESS _ EEI IMT EE 8' 4" A.F.F.01L O E m E Flat Ceiling CIA o EGRESS r-----------------i O E Block wall in OE ao E E O" _ I garage to be I v struck block O O I I O COV E R D O 12" x 12" concre a column block filled I i ith concrete and (2) #1 bars vert. tied ORC n into II tels above I s 6" 4' 2" I I ® I I Z1 E E N 0 ° ` 00 091 4'-2" 2, 8" 2'-8" 5'-4" Install windows 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 lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT ALL Exterior doors to Withstand pressures stated in permit info Al Varies box on sheet UI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough o eninc dimensions to be verified by contractor Detail at wlndowS With manufa turer s specs prior to construction Braden t Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia6comcast.net Stuart. FL 34994 #AACOO0032 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS gnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Oil Attach buck to block wall with 1/4" dia. 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 ' aries #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment MODEL: Date Drawn : Revisions 5-9-I1 GARAGE Drawn by; RIGHT C.C.U. Checked by: D.R.B. Sheet 2. OF 5 NTS Comm # 12-21 39'-U 2 W3 4 TRUCTURAL MOTES: ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9, BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IC CELLS, AND SEAMBE MIN. 3000 PSI MPSI L4,000 AT PSI GROUTED BEL3000 OR MIX 28LDAYS POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Ii GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OP 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IZ FOuAD/471ON FL/4N SLOPE ALL FOR H SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCIT = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 8 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2", LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL, GRADE WOOD WITH A MINIMUM Fb OF 1600 FBI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 �{. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings Upp to 5'—Il" wide. Provide (2) filled cells on each side of openings from (o'—O" to 9'—II" and Provide (3) filled cells on each side of openings from IO'—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) 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 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 and A- 35 specifications. ALL Anchors to be A-307 Steel, 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. Le 45 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell ECTIONS one 95 bar continuous 4" concrete slab with fibermesh OR GRADE 6"xb" #10/I0 WWM on Io mil Visqueen over clean compacted termite treated fill ctl 11 4111�1'1 III I I 14"w x 14"d concrete monolithic _„ OF footing with 12) =5 bars cont. 14„ TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan v O. (2) #5 bars cont, bottom steel 12" DETAIL AT GARAGE STEPDOUIN SCALE 1/2" 12" x 12" concrete column block filled with concrete and (2) tt'1 bars vert. tied into lintels above Top of Tooter 14" below finished flc " LT Verify house slab height in field 30"x30"xl6" concrete column rooting with (4) #5 bars each way 1=i 30" r1 COLUMN FOOTING DETAIL LE 1/2" '-U 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. 4" concret,e slab with fibermesh OR (."xi;" 410/10 WWM on 10 mil Visqueen over clean comekicted termite treated fill PORCH SLAB EDGE B 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ \SEE TYP AECTION 4" con 6"xb" 410, clean c i:s ETAIL tLE 1/2" = 1'-0" slab with fibermesh OR wM on 10 mil Visqueen over Led termite treated fill x 14"d concrete monolithic is with (2) 45 bars cont. r=ARAnE CURB DETAIL c 4. 2" x 6" PT wood secured with \ 3/8"ilia. x 6" anchor bolt at 18" ci,c.overhead jamb per �� track secured to wood acturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER, MAKE AND MODEL. NTS a V Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinale Filled Cell Column NTS Filled Cell Masonry Column With One 95 From Footing To Beam Each, Conc. Fill To Be 3000 FBI See Floor Plan For Location Double Filled Cell Column NTS 20'-0" 4'-0. 00 OOi�il :1:i 00 00 L ° -I ------- I-------- �r---=------- O I Filled cell under - girder above O i FI I E I = Rear Patio/Slab I� Ul 2—to be poured separate -7 L , I house a- from the slab. I o IN IE cn r Thicken footing to I I I 24"w x 14"d x 24"L a E I under filled cell FI I �� E ° E O0 under girder bearing. — — — — — — J 4, 1� Rear Patio/Slab to I — ° I he flush with bottom of sliding door recess. I 1 Slope 1/2" Qv ra OO v- I Na_ _a I E EI I Fi ° 0 I H.B. 4" concrete slab with fibermesh OR 6"xb" UIO/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill Fi 1 0 �7 _ I I ° � ° FI I 2) t �I 4' O" of f A/C #I __ -- — — —— ;1- —lE 4"0 Steel Ballard I o W ®filled w/ Concrete >1II F EI Q1,0, I°o to w I a.v I I I Wm E I FI- I E G r— / a v O IS I F I / I _ 00 `u N oL--_—_ _—_—_ _—_—�� 105 �o� I OD O TTTT U_ 8I 8 a I O 14'_C a r � I I—i F4 r 8-4E t — — — — Recess for � — _ E °--------- EO Garage Door 00 00 ° EE L 3 F 1,12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above FILE C FOOTING SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS Isize 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 3o" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s O'-O" Braden Braden ,41�4, ulgnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects — Planners 411 S.E. Coconut Avenue T� e G r o n d C d r l t on GARAGE RIGHT 5-9-1� Drawn by: 12 — 2 �I 0Tel : (112) 281-8258 C.Q.U. Fax : (112) 28�-8283 Spanish Lakes Checked by: E-mail: bradenaia5comcast.net Stuart. FL 34996 #AAC000032 St. Lucie County Florida D.R.B. OF 5 a Q.A.• ring shank e .8d Concrete / Lintel Column Verlfy wlth Plarii 12"x 12" Column Block Provide 3:5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel into continuous beam block steel Provide Cast -Crete 8118-OB/OT precast lintel set in mortar Min. 8" Bearing 4" Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT I Buck wd pert jamb Into filled c Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. t I I!s + I I Concrete Footing - J..` T---li• + }-�- (see footer schedule for exact sizes) DETAIL AT WIN60W OPENING IN Scale: 1/2" = 1'-0" CBS WALL v n 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 v#1 Rebar Reber 48 Bar Dial. Mln. ,Overlap TRU iS BLOCKING DETAIL t0 1-Intl Attachment AT GIRDER STRAPPING AT CENTER BEARING 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 layer of ASTM D T4pe 2 felt paper using ad 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 MFG Sv Crimp Metal roofing FL #116E 26 ga. Sv crimp metal roofing attached to plywood deck using wood screws with self sealing washer at 12" o.c. max spacing o' (type 2) 30 lb felt underlayment installed with min. 4' side la laps fastened with corrosion resistant tin caps and with 1.25" 1 spaced 6 o.c. at all laps and two staggered rows 12" o.c. in deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear "A" tt5 bare CLEAR Length Length Span Bars Bars i 2'-8" -6" 2.43 none 2'-10" 2'-2" 2,93 none `----' `----'i �---- 8F8-OBAT BF8-IB/IT BF8-IB/2T 4'-0" 3'-10" 2'-8" 2,93 none Additional 4'-6" 3, -2" 2,43 none _ #5 bars `• �.+. �:'1!":` CLEAR - ne Row of "H"',; 7r Block Above .� 5'-4" 5'-2" 4'-O" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none Precast Lintel in ':`•:''; -4" S'-4" 2.44 none I I Additional i #5 bars ' 'L----" '`----''" 6'-2" 2.#5 none BFIL-IBAT BFIL-8/2"r " 1'-10" T-O" 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Kowa of " " k Max Gravely Max Uplift Max Lateral Mark oUniit� Lintel Cast -Crete Above Bottom slze ".P.,sae Load(PLF Load Load Width Size Specification " a steel L22 2'-2" 3'-V SF8-OBAT 1 85 1 3044 1369 1024 L31 2'-L" 4'-O" 8F8-OBAT I s5 25L1 1513 1L3 2'-8" L45 4'-5" 5'-10" 8F8-OB/IT I are IIOS 909 334 L50 5-0" L'-v BF8-OBAT 1 85 1238 835 121 LLO 4'-8. 1'-L' BF8-OB/IT I #5 1011 121 534 LBO B'-On T-4" BF8-I15/2T I #5 2 s5 152 Sail 512 L90 9'-0" 10'-4" BF8-I5/2T I #5 2 s5 L43 530 401 L90B T-O" 10'-L" 8FIL-I13/2T ONE 1 #5 2 a5 1533 1183 401 LI00 10'-0" II'-4" BF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" ll'-"S' 812I4-6/2T ONE 1 #5 2 #5 13LL 1028 452 LI20 IT -On 13'-4" BF8-I15/2T 1 #5 2 s5 411 428 324 L120B 12'-0' 13'-4" 8FIL-I15/2T ONE 1 tt5 2 a5 1015 110 324 LI40 14'-0" 15'-4" 8FIL-8/2T ONE 1 tt5 2 s5 1250 609 254 LILO IL'-O" IT-4" are-IB/2T I #5 2 85 300 192 194 1_I1.015 IL'-O" 11'-4" BFI6-IB/2T ONE I #sT 2 1 85 1 950 Boo 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 et each truss with (10) IOd x 11/2' nails - ( 24" o.c.) supporting Max. 1810ibs. uplift Aluminum Drip _ Edge ! Fascia 2" x 6" Sub-F Aluminum Drip 12 Edge t Fascia #9 x 1.5" er ASTM D s and 6" end ng shank nails Flash and Counter field. Attach flash Nail ledger to gable end truss with (2) IOd Is at each web 12 4 1/2' think stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vinyl soffit installed using 1/8' die shank x 15" long gals. roofing nails with 3/8" diat head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to Vx8" with concrete and \ one #5 bar continuous BEYOND Top of footer 16" below finished floor a 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #S 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 Slope per foundation plan 'r O N W Co erete Anchors Per Ma ufacturera Spec. Poured Concrete or concrete block wall I/4"Max. Aluminum Panel I Saes per manufacturer I• d' See Tuncel Stud Detall ' 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing I> per manufacturer's Details LL g Oc3' h"m glee i c c I J i AM I a i m � m I I � I — I I I I I IBlS' I I Stud Detail Poured Concrete or nTa concrete block well Stud w/ Die Cast Zinc Nickel Plated Wing Nut i.i• Concrete Anchors Per �. Manufacturers Spec. Flush Mounted Shutter Detail nt5 W ood Base Brace Gable end with 2" x 4" SYP tt2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) f f 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) #S bar cons. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at IL" o.c. with R4.1 fi-foil -insulation on t pical 8" Block walls Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to ( -!`ETA 1 truss leg per detail on this sheet S CA .. .; :' .: ,..': L90 L90 LLO BI �r BI BI O ro ls'r L90 BI i � E31 LLD�/Z � I W ~ 1 12 _ZZ � XI :�tl //x W LZ��/Z I a3 ZZ II rn� VJ —? 2" [L=3 I -LJ I // I, W S OPE N I U W �� W otn I 1 N3 z I N Q i YL W I O Qi `, H f BI L31 L =' 1;. N -- Pik, -- -- — ' -- V — cy N Gulf Coast Suppig and MFG Sy Crimp Metal roofing FL 3*1101.12 < woo screws with self sealing w sher at 12" o.c. max spacing over ASTM D - Itype 2) 30 lb felt underlaym t installed with min. 4' side laps and 6" end laps fastened with corrosion re istant tin caps and with 1.25" ring shank nails eck to trusses using ttachme t detai on this sheet /C BI #I I r- --- O Attic Access I Q with fight SLOPE BI 1 I U ubbe I I T( Idof 1 ted T I 8'-0' MAX. I with 2" x 8ft back I ( T 5 5 of top the I T1 1 I n I Z I 2" I L I I p I I BI I BI 1 1 I BI L45 = V 1 Q ... BI N rn W 50 on hurrlca Lint ET r at 2 each trus N BI ( c.) uppo ting'lax. It"1810 bs. u lift BI BI pLTO10 BI LLO L90B snVol; FlILLLL a 'it- JC4 Brace Gable enc 4" SYP 42 min nailed to bottort rds using (2) IOc ails at each truss 1 All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 2O ao Mortar to be Type "M" on proportioned per FBC R601.1 and Mortar shall comply with FBC R401.2-1. FILE C )� Provide Our -O--O-Rock at all wet areas (ex. shower s, tubs etc...) Fill cell with concrete and ROOF P L" 4 I �l (U 45 Max. sppbar vert. (typicaU. sh 48" unless notherwi eonoted exceeel see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete Blab with fibesh - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil Vlsqueen over 6"x6" #10/10 WWM on 6 mil en clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE STARTIN CONSTRUCTION f 111i- I�II_lill 3 7�plcal Section at Front Forch ARCHITECT FOR APPROVAL IN WRITING PRIOR TO G - 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 1=nlPM RnbPn �;11PV�Y TO TRUSS r—OMP,ANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn: Revisions : Sheet Comm Architects - Planners 411 S.E. Coconut Avenue The Grand Carlton GARAGE RIGHT 5-9-11 Drawn by: 12-21 Tel (712) 281-8258 C.C.U- . Fax : (172) 287-8283 Spanish Lakes Checked bg: E-mail: bradenaia comcast.net Stuart- FL 3499G #AAC000032 St. Lucie County Florida D.R.B. OF 5 PANEL "A" Poles BR Load wire Description circ# curt# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHLI #lo 3.5 kw 30 2 3 5 4 4 Range 2 30 4.5 kw #10 40 gal. water HTR U.12.0 kw 50 2 9 e 10 2 1 20 1.8 kw #12 Pump Dr er 410 5.0 kw 30 II 13 12 14 Dishwasher 1 20 1.5 kw #12 #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I, I8 Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 912 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 1 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #12 General Lighting 35 3t. Bathroom GPI S12 20 1 1 20 #12 Smoke Detectors 3-1 38 General Lighting #12 20 1 I 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot - Watts Total(Watts) General Lighting .(3. ,watts, sq.. ft.). .. . ... . 11 ..... . ..... Small Appliance. Clrcutt(s)..... ........ , , . .. .......... Range ....... .................. .................. .......... Refrigerator.................................................. Microwave ................................................................. Dish Washer . Clothes.,Washer...............................................1 Clothes Dryer ................................................ Water Heater Water. _Pump .................................................. .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 1.500 . 1 1,200 1,200 1.200 1.200 1 5,000 6,000 1 I 4,500 4.500 1.800 1,800 1 810 810 Total Watts 31.415 First 10000 Watts 0100% 1 10,000 10.000 Remainder 21,415 0140% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10.000 10,000 Calculated Load Watts 30.946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical Simbol Legend $ Single Pole Switch lRecessed Can Light $3 Double Pole Switch ® Eyeball Recessed Exhaust Fan Ceiling Mounted Light Wall Mounted Light Pe Push Button Switch �AA Duplex Outlet Y Special Receptacle 0- Waterproof ground fault circuit PC Light with Pull Chain (attic) ®r Floor Duplex Outlet © Computer Connection Jack Flood Light FE-m-1 Carbon Monoxide Detector (D Thermostat m Electrical Panel Electrical Meter Ceiling fan © Central Vac IEE� ® Smoke Detector X1 © Television Jack FTFI Telephone Jack A DSC I A/C Oisconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light PKR Speaker Hook -Up Intercom J ®= JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in AVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testin and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16- Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. PATIO/SLAB I GREAT RGOM I I I Center Registers 149 CFM on ceding fan 19 CFM xOIOxlOxl � 163 CFM IOxI0x6 MASTER BEDROOM 163 CFM IOxlox6 I I - - - - - - - - - - - a 12x12x9 B/A LOSET H.B. 8 CF 8x4x4 a I 1 I 1 1 12" L 8x4x4 1 ,' - 34 M DINING I �i _ _ ____Vent_thru ROOM I ~ / \ I BAT Soffit I �� o o I io^ °fe K 153 CFM o � 12x12x1 It Vent _thru_-- _ _ -� 'le x4 fib A ' 1 i� 8x4x4 Soffit A-� lei I O I 20x20 F 00 - - - I T I A/C 14" 1 w 1 l" 22" x s4"- #I Attic Access 232 CFM 1 $ °i4h light 12xbxl I Q QI L-----� LJ6_ �^�-J' J 150 Amp Panel Meter SECOND BEDROOM 3xx GARAGE 1 12x12x8 j B/A COVERED PORCH MECH4NfC4L L,4YOU7 SCALE. I/4" = I'-O" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be complete g and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be yerified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or tfirough any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBq RM1502 r----------------- 1 I I I I I I I I I I 1 I I I I I I I I I I I #2/0 Aluminum feed 1 '/2' Conduit -. 2" PVC ( 2" rigid service FPL ELECTiRICA A/C disc. ISO MCB PANEL are #6 copper wire i #5 cont. rebar in slab L RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommend atlons which shall be verified prior to construction Braden It Braden AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaia°comcast.net Stuart. FL 34994 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For + Front Post Light PATIO/SLAB ELEC7RIC,4L PL,4N 6' - 3" G Post Light with I Photo call Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity FILE CG,�- SCALE: 114" = 1'-0" Attic Vertirg Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required MODEL: GARAGE RIGHT Provide A Continuous Vented Soffit )ate Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm 9 E-1 112-21 OF 5