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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v 'Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. side laps and 6" end laps fastened with corrosion resistant tin caps and with 25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o. in field. Attach Iijgpostb deck to trussea using attachment detail on this sheet THESE'i ps AT' ``C EC1101 B I oEsowccl , Ao i-op C(0 TO 'AF-i F W�CROP Ye`5 WtHSM.J. V ICPSLJGC 12 'FF SLOPE 4 2 H 5/8" thick light textured O O stucco on typical concrete block constriction Finish Columns with 5/8r11"hick x 8"w cut 5/8" thick cut coral coral Inished stucco bands finished stucco bands RIGHT _ELEVATION SCALE: 1/4" =1 1'-0" 12 4 SLOPE, ALL MANUFACTURES U ACTORSAND SHGC COMPL COMPLIANCE WITH FBC ENERGY CODE MUST REMAINORS AND UNTIL INSPECTIONS ARE APPROVEDWINDOWS - 8'-1" T.O.B. -1 12" H. / 0'-0" = Finished Floor ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all taps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 12 _V --------- L=J. - - - - - - - - - - - Finish Columns with 5/8 thick light textured 5/8" thlck cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATiON - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,A h t th 1 11 II b b it d + the architect Gulf Coast Supply and MFG 5v Crimp metal roofing FL 411451.12 n (� L.,a n g e s O I,-) p a n s a e S u m e 26 ga. 5v crimp metal roofing attached washer at I o plywood deck using #9 x 1.5" o.c. max spacing ASTM D for approval in writing prior to starting construction. wood screws with self sealing over (type 2) 30 Ib felt underlayment install alp fastened with corrosion resistant tin d with min. 4' side laps and 6" end caps and 1.25" ring shank nails ^ - Return ALL Stucco Bands Into LU i n d ow or D o or . spaced 6 ox. at all laps and two stagg red rows 12" o. . in field. Attach deck to trusses using attachment detail n this sheet 12 o.H 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor - - - - - - - - ------------------------ - - - - -- ------------------- LEFT ELE\/ATiON SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. lrmdovs & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER L x gpcona q sa CCppnairpttan at mq caner end L O.C. tharealter throdgh PT buck Into aol 11213 FLU 11499.2 Single Hung Series I85 MI Windows and doors on each filled CMU well Mont eming min 2.5" edge distance in strict adheren to the product approval A 16-0330.02 Overhead Model 824/811 9'-4' max width DAB • to eanmte ae iTral offrualT 1) 55 bar vert. any 3/0' x L' HiW HlC Salve mehra x 9' cc. h I de. nrlwra we on 1' wipe ducenaa. Imrell track to buck ) 5/L' 16/Y fA th Ip screw n exA hreckeL melntelnlnp Garage Door I4'-0" max height a coil R di/t �'" r aa.r. -rG aai w: etig adhere to product approval siartc Elco I/4' die. tapcon with min 1.25' embedment at 3" max B FLU 16614.1 Fiberglass Desn / Jeld-Wen from corners and 11.5" o.c. max. thereafter in head and jamb Smooth Pro Sliding Glass MI Windows 1/1 on eac� corner and 'i'No.0 all ds"iu�le row tRae°roafter'ihroug me. C FL# 15332.2 Door Series 420 and doors M wall maintainingmin 2.5" edge istar nTstrBcikedherenea LoIQLheCMU Product NOA/FL Model # Manufacturer Attachment Method NUMBER ns For CMU use f2) 1/4' x 2 3/4" Leptowith 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 Mir tapping crews per clip as shown in product approval. Roof FL# 11651.12 SY Crim p Gulf Coast Supply 26 ga. 5v trimp metal roofing attached to plgwood deck using #9 x 1.5" mood screws with self sealing washer at 12' o.c. max zDacing over ASTM 0 Metal Roofing and manufacturing Itgpe 2) 30 b felt underlagment installed with min. 4 side laps and L" on, laps fastened with corrosion resistant tin cepa and with 1.25" ring shank nail field. Attar spaced L o.c. at all laps and two staggarwd rows 12" o.c. in deck to trusses using attachment detail on roof plan EzpTiration Date Design Pressure of Approved Tests LAC MANUF4CTURESCOMPLIANCE UfACTOSS AND SHG E MUST ,MTh nr ENERGOJDD WINDOW EMAiN ON ALL DOORSAPPROVED UN11L INSPECTIONS ARE ± 60 psf 10-9-21 + 50.0/-60.0 psf + 50.0 PSF + 48.2 PSF Epuation Date Design Pressure of Approved Tests ± 118.9 PSF - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model S 4 12 vented Vin Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing usi #82x 3" wood5scroews at eachntruss.ring sks Install soffit to battens using na with S/8" dia head g +55.0/-35.0 PSF Hurricane Panels Flu 16014.2 I have reviewed 24 Gauge Storm Panels the above and Glob&I Protection Prodlucts LLC approved it Install using 1/2" die. solid set lead anchors with 1/4" din.-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 by my seal below. ( Architect or Engineler ± 45,0 PSF of Record ) Fr ,9 a spo5/al; 40y F `?;AFnry0; �A%t 12" 5/8" thick x 8"w cut --� coral finished stucco bands 12 4 1 SLOPE SCALE:: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 go. 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 V 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 1= I=I I=, I0I IMP I-li 1-I -mI IMI ICO]II I=I ICI IMI IMI ICI -4" %+•F•F• 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON 2" x 4" top plate drywall ceding on truss bottom cord TH°SE PLANS AND ALL PROPOSED WORK 'hE�S�"IJECT rO ANY CORRECTIONS I / 2" �y,RU-5,41t &R INSPECTORS t THAT " x 4°..rsIM OTDEWny !! APPLICARhBCODN, base -board 1 I II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR SCANNED BY Stt� Lucie County ^7O/�� ST. LUCI7CO<NTY BUILD NG DIVISION REVIEWED FOR C MP iANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB ­ SITE OR NO INSPECTION(S) WILL BE MADE 6"xb" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, FA WQnne Building Corp. Architects - Planners S.E. Coconut Avenue T E S T E R L I Telel (�112) 281-8258 n I �l Fax : (112) 281-8283 Spanish Lakes E-mail. bradenala comcast. net St. Lucre County Florida Stuart_ FL 349% UAAC000032 12 5/8" thick x 8% cut coral 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 Bd 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. SCALE: 1/4" = I'-O" 12" H. 5/8" thick x 8% cut coral finished stucco t \ Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0_I8 SubJectability to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12G Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.GWL; O.6DL+O.61UL Components It Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.G psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components It Cladding Wall End Zone Width: " Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components It Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --IS- oaf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: % N(_Q cam` MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn by: LEFT C.C_U. Checked by: D.R.B. HIP RQjO;TCH TO L:I 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # 1_ OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.7.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Flange with 4 - 3/8" 2. proceeding With work_ Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/e"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have `„ a minimum 1,400 P.S.I. fiber stress. 2%" 2%'' 4. No dissimilar metals to touch. %'" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '3/e" 2%2" 6. Drywall at ceilings shall be leveled and attached to bottom chord �" 2 ° of trusses with screws per FBC R102.3.5. 0 0 1. ALL wood in contact with concrete shall be pressure treated_ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2%," 2% handicap accessibility requirements. 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 R302. 1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic Insulation materials installed on attic floors shall have a critical radiant I" x 6"F.T. Masonry Beam Buck nailed to 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 attachmen 18. with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C` LO, C1002, CIO41,Cll-1-1, C1118, C1218, C1395, or C1396 and shall be installed annnrAinn t_n the following: (FBC R102.3.5) Drywall Thickness V Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for nstallation of drywall into Spacing Maximum wood framing members Naiis Screws 2" x min. t ickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/111 long with 19/64" head OR 0.098" diameter x 1 i14" long annular -ringed or Sd cooler nail �2 OR Walls Either I6" 8' I6° 0.080" dia. xx 1 5/8" long with 15/64" headOR Direction Gypsum board nail 0.086" dia. x 1 5/e" with 9/32" head. Ceiling Perpendicular 24" 7" i2" I3ga 1 5/8 long with 19/64" head OR 0,098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR e 0,092" dia. x 1 1/8" long with I/4" head Walls Either 16" Direction OR Gypsum board nail 0.09IT' din. x I �/8" with 19/64" head. AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR J1L I I I I 21' VTR Master r� I JjL Bath 1 2" 1 Lay. 4" 2" VTR JLW.C. 2' Shwr. Kit. Sink Kitchen 2 3" II1I W.C. Bath #2 shwr. 3" C.O. To Septic PLUMBiNG RISER EGRESS Ill ° MASTER BEDROOM al) 0.-u U .r a ~ LN Flat Ceiling Install SGD thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approva p O 0 V Q V a 1" x 6" P.T. Buck nailed to LLI Head block with case hardened prior to door attachment nails to H O flied door Ven Dryer through wall Use 3/16" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max Masonry Wall -gyp thereafter at sill per product a_pprl at 1/2" t Y iv 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompanyinAA smoke E 84 developed index not to exceed 450 when tested 1n accordance withh Insulation shall comply with F.B.C. R31(e. 36'-0" Ill 10'-0" 12 _ 10'-0° 12" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 1 to 9' I8" A.F.F. Vaulted eiling GREAT ROO I 21'-8" I I 0 1 a 2" x 6" knee -wall 8'-O to 9'-8" A.F.F. 1 a below counter top Vlaulted Ceiling CLo ET DiNING Rod &Shelf F: ROOM F. 1 I Dw/ �; 4 ° I Vanity to be 1 I 34/2"high KITCHEN H3hean I o L _ N - A.F.F. Uver-hang - - O " H - Flat Ceding 10'-5" 4'-11, Upper cabinets to E D extend over Ref. Bottom Track Typical Flooring N 2" filler I " I ar. +qowa�a Sill Install SGD thru buck Into 4'-O" ° O 4n9 - _laar-Wat - block with 3/16' tap -con with° S l l d i n g D oor D tall I penetration at 6" ." max. WV fromom each corner and 20." o.c. max O o ® Cr O thereafter at iambs per product approval - R-ii Batt. nw,iauon W.H. w N Jamb _ E At Masonry Wall NTS o A/C 4"e Steel Ballard 1 6 i j$I See detail on this sheet $ I F �7 � Provide auto Window Sch�dul� r-22"x54" 0 closer Attic Access I with light _ I«� 22" a 'lark size ROU h o en. Window Description PRESSURE ZONE 150 Amp L J i. 4'-5/s"x 5'-3 /s" 54/e"x 43%4' Single Hung ZONE 4 Meter nel m 2, 6'-2/e"x 5'-3'/8" 15" x 43 %;' Single Hung ZONE 4 ° B E RGEN Y 3 ' 2'-2" x -2 1/2" 21/a' x 38 %" Single Hung ZONE 4 GARAGE EG 55 11S I Hun ZONE 4 in O b -4" A.F.F. OO MT 00 ATH e 10'-2" BATH Rod R Shelf L \/ ON 8'-O" A.F.F. Flat Ceiling 13'-6" SECOND m\ BEDROOM' N N H Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1145L12 4. 4 -5/s x 4 -2 /e 54/a X 54 ya Inge is 1 O Flat Ceiling r � 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 ALL Windows t0 be aluminum Windows w/ tint " " F (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end O - 0„ laps fastened with corrosion resistant tin caps and with 1,25" ring shank nails and mullions per elevations. O 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 ALL wlnddws t0 withstand pressures In permit Info box On Sheet i r-----------------� EGRESS ALL windows in bathrooms to be tempered I Block wall in _ ° _ All rough opening dimensions to be verified by contractor I garage to be T o 0 0 with manufacturers specs prior to construction i strut block - O 3' -L, Simpson HETA 20 or equal Oi 1 COVERED hurricane anchor at each truss 12 I 12" x re concrete column block filled with (1ne anchor x I each Walla PRE-ENGINEERED TRUSSES Door Schedule 14 6" i PORCH with concrete and (2) above ars veil. tied O ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL I I into lintels abo e u O 18101ba. uplift I � 2 12 6 6 � P (shop drawings b manufacturer) O p g y Mark SiZ' Rough opening Door Description PRESSURE ZONE O I A I A 9'-O" 7'-O" 108" x 84" Overhead Garage Door ZONE 4 00 00 ° O 00 ° ° -� R-30 blown fiberglass Aluminum Drip in bottom chord of trusses B 3'-O" L'-8" 41 %'x 83��' Fiberglass Panel -Inswing ZONE 4 Edge f Fascia J.93'-5" 9'-O" 3'-S" 2'-8" 2'-8" 5'-2" 6'-4" 1/2" drywall with smooth finish C L'-O" 4'-81, "14" x 81 %2" 5 :c'e t°"' Sliding Glass Door ZONE 4 15'-10" 5'-4" 2" x 6" Sub -Fascia Two rows of beam block filled with concrete D 2'-0#' C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" and (1) #5 bar cont. in each row. Substitute Kagean full o vent vingl sofrit installed pretest lintel filled with concrete and#5 E 2'-6" ill Solid Core - Wood - L-Panel using1/8" dia shank x 1.5" long gals. bar cont. for bottom row over openingss product ailsappwith oval 3/see chart ash per ttl I/2" drywallover I" x furrinF 5'-O" 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold strips at IL, gg o.c. with I PI -foil � 7 insulation on typical 8" Block walls G 2'-8" x L'-8" x I%4" Solid Core Wood, Steel, or Masonite Door- 6/8" thick light textured - All drywall to be installed per FBC R'702.3.1 d. stucco on typical concrete i and shall meet all pertaining ASTM codes. H 2'-8" L'-8" Solid Core - Wood - L-Panel block construction � Mortar to be Type "M" only proportioned per FBC R601.1 Install windows " t buck into and Mortar Jonts shall comply with FBG R601.2.1. J 2'-G" 6'-8" Solid Core -Wood - 6-Panel - BI-Fold block with 3/I6" tap -con with Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) I from penetration at 6' ." max. Attach buck to block wall with from each corner end 20." o.c. max I/4" dia. Elco cone screws with min. K 2'-8" 4'-8" Solid Core - Wood - L-Panel - Bi-Fold thereafter at .Iambs and 20" o.c. max. 1 I/4" penetration at 12" o.c. max #5 bar vert. w/ at head and sill per product approval 30" overlap FIII cell with concrete and L 1'-L" Xi G'-8" BI-FOLD Exterior face and 4" max From each corner thru at each filled cell (U #5 bar vert. (typical). of wall Buck to be I" x 4" PT Exterior face 2" x 6" PT Buck Max, spacing shall not exceed of wall 48" unless otherwise noted x 1I11erior oors owl stand pressures stated 1n permit Info Vanes Wood see foundation plan notes for box On sheet 91 arias Base spacing at openings GARAGE 4" concrete slab with fibermesh OR DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 4"x6" WITHSTAND #10/10 WWM on L mil Visqueen over All rough THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck clean compacted termite treated fill lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and i opening dimensions t0 be verified b contractor Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment y INSTALLATION Grade _ with manufacturer s specs prior to construction NTS NTS D N=I I =III„I�l �I= Braden It Braden AIA, P,4 g Corp. W nne Building C MODEL: ate Drawn Revisions Sheet Comm # IMCW- Planners 14° I II Architects Erwn�.I=I I I I 411 S E Coconut Avenue LEFT 14 HSTERLING 21 I - 3 Q o with (2) #5 bars cont. and #5 Tel : (712) 2878258 C.C.L. transverse bars at 48" o.c. Fax : (712) 2 -1-8283 Spanish Lakes Checked by: T Y F I C A L S E C T f O N E-mail: bradenaia comcast.net St. Lucie County Florida D.R.Q. OF 5 Scale : 1/2" = I'-O" - Stuart, FL 34994 #AAC000032 STRUCTURAL NCTFS: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE to DRAINS (IF PROVIDED) PER PLANS 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 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = -4'1 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 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. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12• I BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: „ BEAMS: 1-1/2" 6, TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. I6. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IT ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U A ED/4T f O N FD L/ I N 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 US bar vert. at .4 an o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-I1" IWid Provide (2) filled cells on each side of openings from (o'-O" to q'-II" 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) L 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-16 and A-3S Specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap - at each filled cell G all =E TYPICAL ECTIONS 4" concrete slab with fibermesh OR VX4,, #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 111- 14"w x 14"d concrete monolithic _„ footing with (2) #5 bars cont. Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE- \ it4L 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" conc¢rete slab with fibermesh OR 6"x6" #10 10 WWM on 10 mil Visqueen over clean compacted termite treated fill SLAB EDGE DETAIL SCALE 1/2" C 4 45 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE I/2" = 1'-0" at each filled cell 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor clean compacted termite treated fill slope.#5 bar in curb #5 bar Cont. Step per Z - foundation plan Grade e N 10" (2) #5 bars Cont. bottom steel 1111 12" 4" DETAIL A :E STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 3:7 bars vert. tied into lintels above Verify house slab height in field Top of footer 10 below finished floor F 30 COLUMN FOOTING DETAIL SCALE 3EE TYPICAL SECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted ,termite treated fill / GARAGE CURB DE I III �II� 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. TAIL V 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at 18" o.c. overhe5d door track secured to wood iamb per manufacturer's product approval arage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 UAAC000032 (h N 12° 10'-01, r' uu uu 1_u_i_1_1_1_uu uu — --� — — — — — � - - - - ------- or---- �I------iE F4 F4 0�1 Rear Patio/Slab >- to be poured separate Q O I 12'-8" �rrom the house slab. n 81 24" v M I Thicken footing to PI 24"w x 14"d x 24"L N J _ under filled cells r I under girder bearing. ;r E - NLl 00 O OE —E ---E --- I f Rear Patio/Slab to be flush with bottom of FI sliding door recess. Slope 1/2" i I� I IF I I II H B I o Vanity to be I 1�34 Yz"high 4" concrete slab With fibermesh OR E 6"x6" 910/10 WWM on 6 m11 Visqueen over I I clean compacted termite treated fill FI I OI II I I I E 4'-0" i ❑ a � o 0 MQ F :-------- I� E r w.H. I I A C I 4"(1) Steel Ballard I filled w/ Concrete (D �- 1 F5 I E E E I I FI I• O 3 LN EE EF) FI �o I I I is v E E �rN F, IJ I � c I \ ❑ �I I �� cv F5I O ---r _FI_----� O IF5 #v I = E E E 00 N u _ x o (L I � 14'-6" -� I o F I �'-2" 12'-6" �r j 6, I E L — F5 recess for — — — — J E F � 1 p � 00 0❑ Garage Door EE ,E ---- I o--------- [Ni 12" x 12" concrete column block fille 9'-O" 3'-5" with concrete and (2) 41 bars vert. ti' into lintels above Wynne Building Corp. T IE STERLIN Spanish Lakes St. Lucie Count(g Florida 9 i H.B. FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 0 0'-0" MODEL: GARAGE LEFT Date Drawn Revisions Sheet 5 Comm # -9-11 Drawn by: C.C.U. .J Checked by: D.R.B. OF 5 A ao ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I 611 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 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 Concrete / Lintel Column Verify with Plan 12"x 12" 1 Column Block v#7 � Reber Rebar 48 Bar Dial. Min. Overlap to Llntl Attachm&nt Provide #5 bars with min. 48 bar diameter" overlap into beam. Tic filled cell steel Into continuous beam block steel. Provide Cast -Crete . ;Y T , " .+: SU8-OB/OT precast - -' lintel act in mortar Min. 8" Bearing - - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PTi Buck F f, i :ached per iamb Poured Filled Cell ails Into Idled cell 4" Pre -last Sill Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. CBS WALL I Scale: 1/2" = 1'-0" 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. r Install Simpson MGT into wall Waingg dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss NTS I TRUSS BLOCKING,: DETAIL AT C 1RDER STRAPPiNG AT CENTER BEARiNG POINT -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 Tape 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at L" ox. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 24 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel "All II #5 bars Lintel Bar Clear A B ':( •� CLEAR Length Length Span Bars Bars do' I I2,93 none IL__:_.i1.____i 3'-4" 2'-2" 2,#3 none Or-OBAT 8F8-IB/IT BF8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 bars CLEAR '.i :�;r4'-L" 4'-4" 3'-2" 2,43 none ne Row of "H" Block Above 5'-4" 5'-T' 4'-O" 2,#3 none r 4'-C 2 #4 none r y Precast Lintel r 9 Additional`'. i 5'-4" 2,44 none #5 bars IL____� " T'-O" 6'2" 2,45 none BFIL-IBAT BFI4-I5/2T NOTES:" -l'-O" 2,45 none I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade LO. 3. standard for riii steel=A57M A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Slze Cast -Crete Specification Rows of "H" Block Above " Bottom Steel size Top Steel Size Max. Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-0 81111 1 #5 1 3069 1549 1024 L31 2'-V 2'-8" 4'-0" 8F8-OB/IT 1 #5 2541 130 163 L45 4'-5" 5'-10" BF8-OBAT I #5 1105 904 339 L50 5'-0" 11 8F8-OBAT 1 #5 1238 835 121 LLO 6'-8. I'-V 8F8-OBAT I #5 1011 121 534 L80 8'-0" 9'-4" 8F8-I15/271' i #5 2 #5 752 591 1 512 L90 9'-0" 10'-0 BF8-IB/2T I #5 2 #5 443 530 1 401 L90B 9'-O" 10'-4" SFI6-I13/27* ONE 1 #5 2 #5 1533 1183 1 401 1_I00 10'-0" II'-4" BF8-IB/2T 1 #5 2 95 582 494 1 452 LIOOB 10'-O" II'-4" 8FI6-I13/21' ONE 1 #5 2 1 #5 1 1344 1028 1 452 LI20 12'-0" 13'-4" aF8-IB/2T 1 #5 2 #5 1 411 428 324 L120B 12'-0" IV-4" BFIL-IB/2T ONE 1 #5 2 #5 10,15 TIO 324 LI40 14'-O" 15'-4" 81"1 ONE 1 #5 2 #5 1250 409 259 LILO IL'-O" IT-4" 81118-I13/2'r 1 #5 2 #5 300 192 194 L14C IL' -Oft IT-4" 812I4-I15/27' ONE 1 1 #5 2 #5 950 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRE-TE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 2"1" o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge f Fascia 1/2" thick stucco on 3/8" hi -rib lath 2" x L" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gaiv. roofing nails with 3/8' dia, head per product approval - see chart sheet #I 12" x 12" concrete column block Pilled with concrete and (2) #1 bare Vert. tied into lintels above thicken edge to Vx8" with concrete and one 95 bar continuous BEYOND 12 4 Aluminum Drip - Edge it Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Top of footer IL" below finished floor ta attached to horizontal and vertical wood 12 Prammg with nails or staples to provide MO lase than I-3/1" penetration Into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies -see plan #5 bar Vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan 'r I Co Greta ,4nchore Per Me ufacturera Specs Poured Concrete or concrete block wall 4 Z I/4"Max. Aluminum Panel Sizes per manufacturer — See Typical Stud Detail v 1/6" x 3/32" Wing Nut w/ v appropriate washer and spacing L`u per manuracturer's Detatla 0. .Oc3" I I w � I d I 1 S _ I I I I I I 19,5" I Stud Detail Poured Concrete or I NT" concrete block wall \ I Stud w/ Die Cant Zinc \`a Nickel Placed Wing Nut Concrete Anchors Par p• Manuracturers apace Flush Mounted Shutter Detail wood Base nts Brace Gable end With 2" x 4" SYP 92 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) I m e) � L a� X to r O� rn Q L � O (0 a CL a Ts Uri V r O16 V U. Ems_ °D O s� w Brace Gable end with 2" x 4" SYP #2 min. Slit back nailed to bottom — of top chords using (2) IOd nails at each truss ' \R-30 blown fiberglass In bottom chord of trusses O I/2" drywall with smooth finish o) Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (I) 45 bar cont. for bottom row over openings I/2" drywall over 1" x furringg strips at IL" o.c. with R4.1 PI -foil - insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC RLOI,I and Mortar points shall coinply with FBC LOl.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1 ?t Strap truss to wall WEEM MINES- A VAP 1, W/M. Edw, 11M Alffm, I I WE I FPAA &I - Ar Arff1AdV1AWsA A I I 1111 AMA I A 10 AVEM A IN 'Al WON FAF we Gulf Coast Suoolu and MFG Sv Crimp M istal roorinalli IN to Smuside laps and 4" end .25" ring shank nails Zino Attic Access 41 SLOPE with hot Rp Fe I using Simpson MGT with Simpson HETA 20 5/8' ilia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or m epoxy with trues. Add blocking to ( 24" O.C.) supporting Max. truss leg per detail on this sheet ETA 20 1810 lbs. uplift HETA 20 FIII cell with concrete and ROOF: O O � /` (U #5 bar Vert. (typicaU. I f� N Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT �f:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with Flbermesh OR - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER b"xL" #10/10 WWM on L mil Vlaqueen over clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBi'11TTED TO THE \ ____ IIIIIIIIIIIIIIII1111 I� 1 I' III IIIIIIII—IIII 14"III liil- i FI -IIII. iilill IIII..;: IIII��il T�plcal Section at front i�orc�h Scale I = 1'— „ Braden � Braden AIA, P,4 Architects —Planners 417 S.E. Coconut Avenue i Tel (712) 287-8258 i Fax (772) 287-8283 �I E—mail: bradenala8comcast.net � Stuart. FL 34996 #AAC000032 N W ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY rx, 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 LUunne BUiiding Corp. MODEL: Date Drawn : Revisions : Sheet Comm # GARAGE 5-9-1-1 THE STERLf �1C� LEFT Drawn by: c.c.u. I�-300 Spanish Lakes Checked by: St. Lucie County Florida p.R.B. OF 5 PANEL IiAI' Poles BR Load Wire Description circ# circ# Description AHU Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #6 12.0 kw So 2 7 e 1 20 L8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 L5 kw 412 Microwave 15 16 Refrigerator Recepts Recepts Recepta #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepta W2 20 1 1 20 IA kw #12 25 24 1 Recepta #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts W2 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 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 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 - 20 1 spa e 41 42 stgre PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting„(3. ,watts„sq, ft . . . . . . . ... 1135 3 5,205 Small. Appliance. Circuits) ....................1..... 2 1,500 3,000 Rang.e.................................................... . ....1 12,000 12,000 Refrl,gerator 1 1,200 1,200 Microwave 1 1,500 1,500 Dish. Washer 1 1,200 1,200 Clothes ..Washer ............................................... 1 1,200 1,200 Clothes, ,Dryer ................................................ 1 5,000 5,000 Water Heater 1 4,500 4.500 Water, .Pump ............................................... .. I 1,800 1,800 GarageD , oor Opener .............................. 1 810 81O Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 040% 1 O 10,946 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 83 Double Pole Switch ® E eball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- 1 Wall Mounted Light ateterrproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © I Computer Connection Jack Fc-m-1 Carbon Monoxide Detector V Flood Light Q Thermostat ® Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack rice c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up i❑ Intercom 14 1[ent_thi:u --- Soffit Pieter IN 149 CFM IOxlOx6 MAST R BEDRO M 149 Clem Ioxioxt 12x12x10 B/A 14 a\I `1 �1 12xI2xIO B/A ---- 9 CF I x4x4 rr E 8x' 4xFM4 54 I -`\ \ ATH I o o`. .2 CFM 12x6xl PATIO/SLAB I GRE,.T ROOM I I I Canter Registers 120206 CFM or( ceilingfan I0 xIOx1FM 1211 DINING ROOM 141 201x20 15 CFM R�A1 ex4x4 - --- �� ° I �ce71� ATH - - - 00 - T I W.H. I I I --- ----• _ UJ ' �O Ir x , 7" i I II I 16 .., I Attic Access with light I = 1 d I 144 CFM IoxLxL L- - - -- 150 Amp iL- L c' Panel Rya C \ GARAGE r----------------- i �I I it 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 M � C � � � � C � � ,,� � O U T O THERMOSTAT LOCATION = B/A = BALANCED AIR SCALE: I/�" = 1'-O" Electric Notes: I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 11. 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 all items for a complete electrical furnish and install ystem and provide all 4. service and provider. ALL paddle fans shall be on a rheostat, the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected• proper working order. 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 7. Recessed cans to be installed per NFPA requirements, meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 be 19. The electrical system shall be completely and effectively 10. A/C RefrigBrant lines that are run thru slabs must PVC rounded as required b the latest g q y edition of the N.E.C. sleeved in II. 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 system shall be full operative. 13. Contractor shall pay for all fees, permits, teing, and 21. All equipment and panel sizes shall I,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 liability and property damage for the or as selected bg others. duration of the work. 16_ Contractor shall guarantee all materials and workmanship 23. All raceways 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 ot'1er service. year 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. Dryer Vents to be installed per FBC RM1502 SECOND SEDROOM I 12xl2x8 �1 B/A COVERED PORCH A/C disc. 150 #2/0 Aluminum feed AMP I i/a' Conduit MCB �:::N PANEL M TE AHU 2" PVC ( FPL)- 2" rigid service FPL Ba a #4 coppebawi a 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 Vent thru ---- Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install owleAorcn) under discnot shown clarity O i v- ELECTRIC4L P_�4N Braden t Braden AIIA, P,4 Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 281-8298 Fax : (772) \287-8283 E-mail: bradenaia8comcast.riet Stuart. FL 349% #AAC000032 PATIO/SLAB SCALE 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit l wnne Building Corp. THE STERLN Spanish Lakes St. Lucie County Florida MODEL; GARAGE LEFT /14 0 = 1 1 _ O 11 M"- Exhaust D i 7hru SOT Wire For Front Post Light FILE CQ6"'' ` Post Light with Photo cell V )ate Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. 0 (V a� Sheet OF 5 Comm # I�-3001