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HomeMy WebLinkAboutBUILDING PLAN.H. 4717 Sr LL'ofe �o TA'G J\ R 5/8" thick light textured stucco on typical concrete block construction L RIGHT ELEVATION 12 '4 SLOPE Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. side laps and L" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachment daltail on this sheet 12 SLOPE 4 COVERED PORCH 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with / 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #116S1,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" en laps fastened with corrosion resistant tin cops and with 1.25" ring shank nail spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail onithis sheet GRESS GRES5 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction 1 LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening NUMBER Product Model # Manufacturer Glass Attachment method Type NUMBER 1Y2,3 Mi Windows x gpoons WW miri pCn cyt9un at ma roe each corner end L o.c. 'h "after through T Buck into mar t4 FLU 17499.2 Single Hung Series 185 and doors Poled CMU wait maintaining min 2.5" edge distance in strict adherent, to the product approval. A I1-0330.02 Overhead Model 824/811 9'-4' max width DAB n % 6- 5Tr back to co CNLI Weak Oth $411d filed call With ;ihsiz°be �va ;. awns 3/6' x. ' ilti He Sleeve veanctrackharrs at buck ill Install Garage Door 16'-D" max height g (n 5"T. % 1 5 roll thread leg ¢raw m each tract mwntarcnng sod: sdy*"d�t�naehe� dto •1W adhars to product approval n15� aG ler Elco 1/4" dia. tapcon with min 1.25" embedment at 3' max. B FL# 16674.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen from corners and n.5" o.c. max thereafter in head and jambs. C Sliding Glass Mi Windows Iq x cons 1 ponetratan at max. om each corner and ". e1 �our�le row thereafter through PT Buck filled 2.5" FL# 15332.2 Door Series 420 And doors into solid CMU wall mmntmnmg min edge distant, m strict adherence to the roduct approval. Product NOA/FL Model # Manufacturer Attachment Method NUMBER For CMU use (2) 1/4" x 2 3/4" tapcons witfi 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 FL# 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. Roof FL# 11651.12 5V Crimp Coast Supply 2G ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woof screws with self sealing washer at 12' o.c. max spacing over ASTM D Metal RoofingGulf and manufacturing lwithfelt it1ln caps 1.25"laringashank nails apsefasten d corrosiiona4eastantment and with spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail an roof plan THESEPIANS AND Av CORRECTION DRK ARE SUBJE� FIEL0 NS�M'SP;_01 O HAZ REQUIRED opQ�, MAV BEv w TH AEI^ °Pq "IG� iration I Design Pressure s of Approved Tests ± 60 per 9-21 + 50.0/-60.0 psf + 50.0 PSF ± 48.2 PSF ration Design Pressure of Approved Tests BLES SHOWING C COMPLIANCE Att �T CTURE S + I I BU P AND ITR ,t ,LAND REMA CODE MUST UNTIL INSPECTiON;REAPPROVED SAND WINDOWg - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install #81x ' using 2" x 2" battens at L" o.c. screwed to soffit framing using using 3" wood screws at each truss.s Install soffit to with S/S" As.head. dia. x 1.5" Iona find shank nailHurricane +55.0/-35.0 PSF Panels Flu 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 1/2" o.c. along the bottom and 13" o.c. at the top ± 45,0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer I of Record ) 2" x 4" top plate 2" O.H. THESEI ARESU REQUIR MAY BE COMPLY ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood r7eck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and ith 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 11" o.c. in field. Attach deck to trusses using attachment detai on this sheet stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELE\/ATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail l on this sheet C 12 4 SLOPE SCALE: 1/4" = 1'-0' 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" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ,H. ®®®® ®® ®®®® yq4 ��9�A� 9p rHF FNps l J'� 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c base -board � 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR SCANNEd BY St Lucie CountY ST. LUCIJ cNT" BUIaLDING DIVISION REVIEWED FOR OJ�PLIANCE REVIEWED_ BY DATE PLANS AND PERMIT MUST BE KEPT ON ]OB SITE OR NO INSPECTION(S) WILL BE MADE 1"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden t Braden AIIA, PA Wynne Building Corp. Architects - Planners BE S.E. Coconut Avenue THE IIII UU N D SC (112) 281-8258 T-I Fax : (712) 281-8283 Spanish Lakes E-mail: bradenaiciscomcast.net St. Lucie County Florida Stuart. FL 34994 #AACOO0032 1=10� SCALE: 1/4" as 1'-0" FILE COPY 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 Category: II Wind Velocitg: 165 mph ultimate Mean Roof Height:�I_-0" Roof Pitch: 4:12 Internal Pressure Cos if ent: ±0-18 Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'- " Wind Speed: 165 mph ultimate Wind Exposure Classification: C Tg l` OJTCH Adjustment factor for Exposure Height: 1.21 x 04 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: 0.LDL+0.61AL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-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 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es as Roof Zone 2 Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: • Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A-5- oaf FLOOR DEAD LOAD: 10 sf JOB ADDRESS: Model: Date Drawn Revisions REAR 5-9-11 Drawn by: PORCH c.c.u. RIGHT Checked by: D.R.B. Sheet Comm # i. IS-150i OF 6 OO �4" Racesa top plate 6"w x 3/8"d for steel support angle CRASH POST D E T A I L see detail on this sheet TYPICAL DOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter N.T.S. proceeding with Work. steel crash oat. FloorSteel supportgie Flange with 4 - 3/8" Install 2. Contractor to STRICTLY enforce ALL OSHA Requirements. b�fromeach and expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5O ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drywall 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2ra" 2ra" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate 6. Drywall at ceilings shall be leveled and attached to bottom chord �3/e 2,' KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 4„ 2'/," ° Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. o 0 1/I I / dia.4" penetretrElccont screws with min. ation at 12" o.c. max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. �2 and 4" max from each corner thru 9. ALL plumbing fixtures to be low flow. Exterior face 2" x 6" PT Buck of wall 10. Contractor to Provide Drain at water heater in accordance ariee with the current edition of the Florida Plumbing Code, II. Contractor to Provide a 2'-8" wide door at one bathroom for tie wood screws thru jamb into buck handicapaCCeSSlbrllt requirements. y q Zia" 2'/i' at each hinge and 15" o.c. max and Detall at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department '' 6" '' surveyor t0 set In field. NTS 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK Water Heater INSTALLATION Install windows thru buck into 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 block with 3/1C tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max llo. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 pert FBC R302.9.2 Exterior race thereafter andisillaper product approval 11, All exposed attic insulation materials installed On attic floors shall have a critical radiant of wall Back to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R316 - see permit info box of code edition TID 18. Gypsum board material Shall conform to ASTM C36, C19, C415, C514, CL30, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed r' P.T. Buck nailed to lock with case hardened nails according to the following: (FBC R102.3.5) Detail at WIndOWS prior to window attachment I" x L" P.T. Buck nailed to Masonry Beam NTS / Drywall Location Orientation Framing Max. spacing Nall sizing options for block with case hardened nails Thickness Member of fasteners installation of drywall Into prior to doorlattachment Spacing Maximum Nails Screws wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4" long �2 " annular -ringed or Sd cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either it 8" 16" Direction 15/64" head OR Gypsum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8' long annular -ringed or 6d cooler nail OR Walls Either 16" 8" 16" 0.092" dia. xx 1 1/8" Ion with g Direction 1/4" head OR Ggpsu/ board nail 0,0915" dia. x l/8" with 19/44" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13(.l and A131.1 20. Cement, fiber -cement or glass mat g psum 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 accompanylnAsmoke developed index not to exceed 490 when tested in accordance with STM E 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II15IJ2 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" d wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6' and laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails spaced (" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip ---' f Edge t Fascia Z 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit i using 1/8die shank x 1.5" long roofing nails with 3/8' dia. head product approval - see chart el 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap at each filled _ cal Grade '''I=1111 TYfi iCAL #I 12 4 F— W ood Base wro SECTION( PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont, for bottom row over openings 1/2" drywall over I" x furrin strips at 16" o.c. with R4.1 P1rfoil _insulation on typical 8" Block walls All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type M. onTy proportioned per FBC RbOl.l and Mortar fonts shall comply with FBC RL07.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over / clean compacted termite treated fill IIII— 14" x 14" Concrete footrng with (2) 45 bars Cont. and #5 transverse bars at 48" o.c. scale : 1/2" Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O Use 3/IL" 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 approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door 9177!7—,,/-2T sliding door iv Masonry Wall " \ Bottom Track Typical Flooring Sill install SGD thru buck into block with 3/16" tap -con with S l I d i n g Door D t a l l 1 1/2" penetration at 6" o.c, max. from 20." each corner and o.c. max thereafter at Jambs per product approvaiJ Atli 1✓fasonry Wall NTS a m b Window Schedule Mark ! Size Rough Open. Window Description PRESSURE ZONE I. 4'-S%"x 4'-1 %a" 54Ye"x 5-4Ye" Single Hung ZONE 4 2. L'-2/e"x 5'-3 %a" 15" x 63/1" Single Hung ZONE 4 3, 2'-2" x 3'-2'/2" 21Y2"x 38V Single Hung ZONE 4 4. V-1" x 5'-31/," 38" x L3'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint mullions per elevations. windows to withstand pressures in permit Info box on sheet I irid LLIII windows in bathrooms to be tempered Ai A I rdugh opening dimensions to be verified by contractor wi h anufacturer s specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE Ok 9'-O" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 Ci'-O" X L'-e" 41"%4" x 83s/a' Fiberglass Panel - Inswing ZONE 4 -O' X L'-8" x 81/2" a°":.c'" Sliding Glass Door ZONE 4 -O" X c-8" Solid Core - Wood - L-Panel -Br-Fold Finished 24" x 81 %," all / -6" X 4'-8" Solid Core - Wood - L-Panel -0' X C-8" Solid Core - Wood - L-Panel - Bi-Fold 11 -8" x L'-8" x IN" Solid Core Wood, Steel. or Masonite Door I. -8" x 6'-8" Solid Core - Wood - L-Panel -L" X 6'-8" Solid Core - Wood - I. -Panel - Bi-Fold Verify attachment hole location with GC prior to fabrication ALL Exterior doors to withstand pressures stated in permit info b X on sheet #I 3/8" thick steel Brack AR GE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 Al roilgh opening dimensions to be verified by contractor wi h m�¢¢fnufacturer s specs prior to construction 12" 6" COUNTER TOF BRACKET DETAIL U0uU _ H.B. O W W W (L r W F 11 12" 8'-10Y2" " 2 �o 00 00 00 0 EGRESS O a O Oi Filled cell under P O R C H Q r - girder above WIRE LATH t STUCCO CEILING 1"i,ASTER BEDROOM o rika'-O'. A.F.F. �� ZE Flat Ceiling I o O Vanity to be 34 Y2„high Rod t Shelf _ 8'-O" tol9'-8" A.F.F. Vaulted Ceiling J M �= GREAT' ROOM N -0 ° LOS T 1-0 i ■ Rod t Shelf n r0 a I N 21n� m — 32" DRYER ASHER I ° 5'-3" in I 9' 51, ° LAUNDRY a I N jjhLB'-O" to 9'-8" A.F.F. O Vaulted C ding " � �� YanityO be ( DINING 8" 42" 34 Y2"high I I ROOM 7in counter tops to 5'-3" 11 `r' overhang wall 1.5" 3/8" thick steel p 90„1 counter top supp its eq eq- coun er to to r O6 over a n g wall 1.5141, CAB � m SECOND +41" high wall O o DW a BEDROOM KITCHEN i o A.F.F. 8'-O" to 9'-8" A.F.F._ i Flat Ceiling r O I Vaulted Ceiln O 1 F Upper cabinets to I g 1 extend over Ref. 1 MICRO Av 12'-8° _JRFCL . NON-V NT 411 L'ImNINGR L — J H.B. V — — — a R-II Bette I THIRD O Provide auto O W H m Ocloser +m Steel Ballard BEDROOMSee detail an this sheet Flu W I J F---, 22" x 54" I 1 = € I Attic Access with light A.F.F. rn I � Q _ w - - - - - J Flat Ceding 8'-O" Aya r o Flat Ce O 1 GARA 12'-8" Block wall in 0� MT Q 0 /garage to beFILE Cuo'll ,, `R-u Bact. mwiee,on Provide auto O 2'_8„ Q / struck block � closer 150 Amp Panel EMERGENCY ° r-----------------1 EGRESS ° I r I O I I I o GOLF CART(co i I I GARAGE I I I I in O I 1 E A O O 00 ----- OO O IE0 2'-8" 2'-8" 6'-4" 2'-8" I 9'-01, O 2'-8" Braden t Braden AIA, FA Wynne Building Corp. Architects - Planners Telel S.E. Coconut Avenue (112) 281-8258 THE W i N D S � Fax E-mail: : (112) 2 ®1-8283 bradenala comcast. net Spanish Lakes Stuart, FL 34994 #AACOO0032 Sp. Lucie Count Florida y Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,02-{ Under Roof Total = 2,484 sq. ft. MODEL: bate Drawn : Revisions Sheet Comm # 5-9-11 REAR Drawn by: PORCH C.C.U. 2. Is-iS9 RIGHT Checked by: D.R.B. OF 5 STRUCTURAL NOTES: I. 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. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FiLL 13 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FOUND/47ON FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE T DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS I ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOC1 TY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 307 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FR MES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITEC URAL 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 PSI ALL STANDARD I 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. 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 2S00 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 I US bar vert. at 48' O.C. max. Provide (1) filled cell on each side of openings upp to S'—Il" Wide. Provide (2) filled cells on each side of openings from pI—O" to q'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy Of Boll test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A—l6 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 SEE TYPICAL at each filled cell_�Zr*� _SECTIONS Fi 4" concrete slab with fibermesh OR CxO 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill m — _ (IIII IIII— 14"w x 14"d concrete monolithic L footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. n. 101, (2) 45 bars cont, bottom steel 12" % DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete ' and (2) #1 bars vert. tied into lintels above Top of Tooter ib" below finished floor i." -c Verify house slab height in field Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADES SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 14"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 th Wth With Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB 9 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6 x6" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill P n;Pf�Ll QI A = =n/-= n=T A 11 SCALE 1/2" = I'-O" #5 bar vert, w/ 30" overlap at each filled cell SEE TYPICAL ECTiONS Adjust curb height based on gar. Floor slope. #5 bar in curb 4" concrete slab with' fibermesh OR VxC #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade mE_ — I— III i 1 I 14'w x A"d oncrete monolithic footing with 2) #5 bars cont. —I I 14" 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = I' Sj GARAGE CURB DETAIL -J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill tt5 bar cont. e v- a 10" (2) #5 bars Cont, bottom steel 12" DETAIL AT 9" GARAGE STFEPDOWN Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall rot be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED ITS 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 Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location AM Double Filled Cell Column Single Filled Cell Column NTS NTS Braden t Braden AIA, P/4i Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue THE W I I� D S C Telel (112) 281-8258 I Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net Sp. Lucie Count Florida Stuart. FL 34994 #AACOO0032 MODEL: REAR PORCH RiGHT 4Ct n,. late Drawn 5-9-11 Drawn by: C.C_U. Checked by: D.R.B. 12" x 12" concrete column block filled with concrete and (2) #T bars vert. tied .._. _ I_ - -' - - Revisions : FI Sheet 3 OF 5 Comm # Is-IS9 ROOF SHEETING ATTACH1IE.NT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 41, 611 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 41, 3*8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar Prov diameters overlap into beam. Tie lintel filled cell steel into continuous the c beam block steel. Provide Cast -Crete 8Ue-OB/OT precast = - lintel set in mortar Min. 8" Bearing -- 1 - - Verlfg with Plan Concrete 12"x 12" / Lintel Column Block Rebar Rebar <48 Bar Dia. Min. Overlap Column to Lintel 4ttachmert NTS ovide PT Buck .ached per jamb mils into filled a 4" Pre -cast Sill \ 95 bar set in pre -cast R C C F F L �4 `N q,-Al beam where length or ng calls for it. — Overhangs at I —OII Unless otherwlse noted On — Roof pitch at -4:12 unless otherwise noted on — Truss shop drawings to be provided by manufac = — Any changes to this plan shall be Submitted tc - architect for approval In writing prior to start a — ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pric Poured Felled Cell to construction for layout and Uplift verlf Ieatio — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior t( Provide #S bars with min. 48 bar ""me tar overlap in filled cell. Tie filled callsteel into continuous Tooter steel. views C crete Anchors Per Poured Concrete or Ma ufacturers Specs concrete block wall I/9"Maz. I I Aluminum Panel I sizes per manufacturer 2 i/ 1' 2 1/x 5ee Tgeical Stud Detail I I SINGLE PLY REAR GIRDER TRUSS --(I— I non sis d I Nail 2" x 4" blockin to vert. le of s truss with IOd x 1.5 nails at 4" o.c. 1 v 1 n Install Simpson MGT into wall usmga 1 a 5/8 dia. threaded rod set min. IZ I into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tygpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plgwocd nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111451.12 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 1--)(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.23" ring shank nails spaced 6" o.c, at all laps and two stagggered rows IZ" o.c, in field. Attach deck to trusses using attachment detal on this sheet Additional Precast Lintel 45 bars Lintel Bar Clear u u A II u B Length Length Span Bars Bars r' 9 r 9'f''' CLEAR :;.:,. , 2'-10" 2'-8"2,#3 none 1 I 1 1 ----y iL ---- y is. ---- y 3'-6" 3'-4" 2'-2" 2,43 none 8PB-OBAT SF8-IBAT SF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars CLEAR ; :�a?. �:.: 4'-6" 4'-4" 3'-2" 2,#3 none •:;" One Row of "H" 5'-4" 5'-2" 4'-O" 21k3 none Block Above ;',a.;: 2,#4 none r 9 Precast Lintel r :fo 6'-4" 2,#4 none Additional t__ y tt5 bars 1'-6" l'-O" 6'-2" 2,45 none 8FIL-ISAT BFIL-I13/2"r i'-O" 2.45 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" B. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Grote Specification Rows of "H" Block Above Bottom Steel S1ZO Top Steel Sae Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' 3'-L" BFB-OBAT I #5 3069 ISL9 1024 L31 2'-L" 2' -B" V-1' 4'-0' SF8-OBAT I #5 25LI 1343 163 L45 4'-5° I 5'-10" BFB-OBAT I #5 1105 909 1 339 LSO 5'-0" ill'-L" eF8-OBAT I #S 1238 835 1 121 LLO 6.'-8" T-V 8F8-OB/IT 1 95 loll 121 534 LBO 8'-0" T-4" BF8-IS/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-6" SF8-8/2T 1 #5 2 #5 643 530 401 L90B 9'-O" 10'-4" BFI6-I15/2T ONE 1 #5 2 #5 1593 1183 401 LI00 10'-0' II'-4" BF8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" 1 ll'-4" 1 812I4-I13/2T ONE I 1 #5 2 #5 131.L 1028 452 L120 12'-0" 13'-4" BPS-I13/2T 1 #5 2 #5 411 428 324 L120B I2'-0' 13'-4" BFIL-I15/2T ONE 1 #5 2 #5 1015 110 1 324 LI40 14'-0' 15'-4" BFI6-6/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O' IT-4' 8F8-IB/2T I #5 2 #5 300 192 194 LILOB IL'-O" IZ'-4" BF16-I15/2"r ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE, - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSi CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) suppporting Max. 1810lbs. uplift Aluminum Drip ��" Edge t Fascia 12" 2" x 6" Sub -Fasts Kaycan full o vent vinyl soffit installed using 1/8' dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bare vent. tied—` into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer 14" below finished floor 12 4 �— Aluminum Drip - Edge t Fascia Poured Concrete or \ concrete block wall Concrete Anchors f Manufacturers Specs Flu Flash and Counter flash Nail ledger to gable end truss with (2) 10d ds at each web 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no lose than 1-3/4" penetration into horizantal 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 vent. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess, ee aiee Step per foundation plan Wood Base ed Shutter Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details Stud Detail Stud w/ Die Cast Zinc Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 92 8ft back nailed to bottom Of top chords using (2) 10( nails at each truss 'RE -ENGINEERED LL 0 24"o.c. TYPI ( shop drawings bg mar " \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) #5 bar cont. in each row. Substitut precast lintel filled with concrete and (1) tt5 bar Cont. for bottom row over openings 1/2" drgwall over I" x Furring strips at 16" o.c. with R4.1 fr-foll insulation on typical 8" Block walls All drywall to be installed per FBC R-IC and shall meet all pertaining ASTM codes m Mortar to be Tgpe "M" only proportiorl and Mortar joints shall comply with FBC Provide Dur-O-Rock at all wet areas (e Fill cell with concrete and (U #5 bar vent. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill .,. .i. .. �II—Till=1I�I-1II1=11II 11141a FI 3 Typical Section dt Front Porch Scale : 1/2" = 1`-0" Braden it Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net Stuart, FL 34996 #AAC000032 Simpson l-IETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8, dia. threaded rod with min 12" embedment r n All r .1 into beam either wet set or in ehnxu Iwth Wynne Building Corp. Spanish Lakes St. Lucie County Florida hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: REAR PORCH RIGHT Date Drawn 5-9—I1 Drawn by: C.C.U. Checked bg: D.R.B. Revisions : Provide downspout Sheet Comm # '4. Is-Isq OF 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 6 Range #6 12.0 kw 50 2 8 I 20 1.8 kw #12 Pump 9 10 Dr er $10 5.0 kw 30 1 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 L2 kw 20 1 1 20 1.5 kw 412 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 i8 Recepts #12 20 1 1 20 LS kw #12 Kitchen S.A.C. 19 20 Recepta #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw 912 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 I 1 15 #14 General Lighting 29 30 Recepts #12 20 I I 15 414 General Lighting 31 32 Recepts 412 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 IS I 1 20 #12 Bathroom GPI 39 40 General Lighting #14 15 I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts sq. ft.) Small. A.p. hance. Crrcult(s) . _ . ... ... .. ... Range .. Refrigerator, . Microwave ............................................... ..... Dish Washer ................................................................. .Clothes.Washer............................................... Clothes„Dryer.. ......... .................. ....... Water Her ......... .... ......... .................. ..... ...... 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 I.500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4.500 1 1,800 1,800 I silo 810 Total Watts 31,415 First 10000 Watts 5100% I 1o,000 10,000 Remainder 21,415 940% 1 O 10,946 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pe Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle o- Wall Mounted Light "® Waterproof, ground fault interruptef Light with Pull Chain (attic) Floor Duplex Outlet © Computer Connection Jack cn Carbon Mono)ade Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Ft Telephone Jack A Di c A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® PKR Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, 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. S. 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 reqquired in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in i=VC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. I+ 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. IL. 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. 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. #2/0 Aluminum feed I h' Conduit � 2" PVC ( A/C disc. IS O PANEL 2' rigid service FPL Bara s6 copp%� wise to #5 coot. re wire in slab ELECTRICAL RISER 124 CFM IOxIOxb PORCH MASTER BEDROOM I 12xI2xIO i 124 CFM B/A IOxIOxb \; 141 CFM I 141 CFM �.' IOxI0x1 I IOxlOxl i Ii x1, I 1\---- 12xIixTd 1 I B/A I 8x4x4 I 9 CFM REAT1 ROOM LOSET I I Vent thru 8x4x4 o Soffit -- -- 50 CFM DRYER ASHER I LAUNDRY 68x'4x4 141 CFM U I6 CFM Sx4x4 "-' T 12xI2x8 Rl, B/A��� II1 CFM 12 xt x1 SECOND BEDROOM 12xI2x8 B/A THIRD BEDROOM 100 CFM lOx6x6 160 Amp Panel GOLF CAR - GARAGE i I I I I I I 1 I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by 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 verified before ordering. The contractor shall provide circuit routings t suit the Job conditions. 22. Furnish and install all fixtures as called for on the pla IS or as selected by others. 23. All raceways and pipes placed in or through any coot ete slab shall be spaced a minimum of three diameters of t e largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in meta EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 12 I IOxlOx1 I DINING ROOM I I a" o I DW I "I I I I 124 CFM I IOxlOxb 16" KITCHEN 20x2O MICROWAVE NON -VENT / CT 38- OPENINGR L I I`�Hr �� I 14"1 W.H. I I 4" o Steel Ballard See detail on this sheet \u I I - - - > I 2 x 54" 1 =Oil I Attic Access 1 Q 1 1 with light_� ---- LR _ 8x4x4 rt-4s. CFM GARAGE r----------------- i I I I I I I I I I I I I 1 I I I I I I I I I I I l� C�- 4 N I C 4L L4YOUT O= THERMOSTAT LOCATION SCALE: 11 4 " - I' - O i' Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (7712) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 #AAC000032 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install Guist under disc. - not shown for clarity U Q =19 MASTER 4] BEDROOM \ PORCH WP GFCI I I � i I I I 1 GREAT ROOM I ®I /I / I / 1 / .8 ,'� DINING ROOM � I I \ I \\ FCI _ _ _ CAB GFCI O eg' I I 1 KITC HEl I qrc c `Id I ® MICRQ,WAVE GFCI / REF. NON -VERTU 38' CLEAR O / EKING J - GFCI GFCI / \ See detail Ballard nallthie sheet Fr 22 x 54" = O 1 S ! -Attu Access 1 m l uiitlijhght I �I L---�- ® 1 OPTIONAL PANEL -5 LOCATION G,4PAGE / 1 GFCI \ 150 Amp I /'LPgBht \ \ Panel GFCI to corner \ GPC1 r - - - - - - - SZ--------� Garage / I Garage Door I / Door Opener I / I Opener I GOLF CART' � GARAGE GFCI I 1 GFC1 to garage lights ELECTRICAL �=L,4N Post Light with O SCALE: 1/4" = 1'-0" Photocell Center F t L lit S I A— ( f Il��lll I I ,I CLOSE I DRYER AIW 5HER11 LAUNDRY /lam 11 ITVI SECOND BEDROOM// I / I / 1 THIRD BEDROOM, - or FA Attic ventina Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT between drvew ge Date Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. E Wire For Front Post Light Sheet Comm # Is-IS9