Loading...
HomeMy WebLinkAboutBUILDING PLANW-I" T.O.B. O'-O� Finished Floor I' . 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood acrews 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 (" o.c. at all laps and two staggered rows 1. o.c. field. Attach deck to trusses using attachment detail on this sheet A� ��-- 5/8" thick light textued ® ® stucco on typical concrete block construction 5/8" thick x 8"m cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = Gulf Coast Supply 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'i o.c. max spacing over ASTM D (type 2) 30 Ib 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 6 o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ALL µA TOIrl AND W ) PLIONCE \F ON EE`( Cl MUST CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD MIN 5/8" thick x 8% Cu coral finished stucco band Finish Columns with 5/8" thick cut coral finished stucco bands ELEV`AT1ON NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood Tel 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 faith L25" ring,shank nails stucco on Lgplcal concrete D/ 0 u111l l t.vl ai block construction finished stucco bands REAR ELEVATION - Overhangs at 1'-1 unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 0 THIJI PIeANS AND ALL PROPOSED WORK 411I191,11111JEOT TO ANY CORRECTIONS RE'QUIRHD BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QMY WITH LL APPj6lpil 001)E61, 12° 5/8" thick x 8"w cut 2,. H coral finished stucco bands H 3 3 5/8" thick x 8"w cut coral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction - - - - - - - - - - - - - - - - - O'-O" Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE:: 1/4" Product Approval Submittal Affidavit Opening Type Opening Schedule Swing Doors, Overhead DooM Sliding Doors, NOA/FL product Model ; �uf��r NUMBER Windows k ta Glass Attachment method EzSpiTxation Date Design esApprovedg ssure T se is It,22,3 FL# 11499.2 Single Hung Series 185 Mi Windows and doors 6 x gpcon. q rrt� p nettALion at met rom sac corner and L o.c. thereafter througT PT Buck into said filled CMU �a mwiManmg min 2.5" edge distance m strict adherence to the product approval + 6O sf p THES DAB n s5 by vert.x.aa yr L"'acl HLC aMeve arl at 8 ml 0 1.25" it s�M a el R 4 wipe datanee. laww track to buck (I) 5/Y• x 1 5/a' ful Haase lag "real n each bracket mnrKmmnp mind Ls• wipe dc. ce - GC to •t rtk sellers to product app DuelMAY revels l/IL' Mail on rotor abrc. 10-9-21 ARE5 11 + 55O.O/-60.CRae�,p 9srV1 R tj 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-0" max height B FL# 11414.1 Fiberglass Dm�tfi Pro/ Jeld-Wen Ell 1/4" dia. to con with min UP embedment at 3" max irom corners end Ilb' o.c. max. thereafter in head and jambs. COMPL + 50.0 PSF _ C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors c pcona n. enetratian at max. ran ill caner and al all ll was roo t�imin 2.er through in Buck rota solid filled Cpr pall awmoval. min 2.5" edge dutence 1n strict adherence to the (duct rove. + 48.2 PSF _ Product NOA/FL NUMBER Model # er MaFgriddoors Attachment Method E Suation D Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Gulf and ws Coast Supply merwfacturing For CML usc (Z) 1/4' x 2 3/4' tapcons with min I I/4" embedment penetration into each Mull Clip. Attach mull to clip wing (4) #10 x 1.25" selF tapp^g acrawa per clip as shown m product approval. + 118.9 PSF _ 26 ga. 5v crop metal roofing attached to plywood deck using #9 x I.5" wood screw with self scaling washer at 12' o.c. max &eacing over ASTM D Itgpe 2) 30 lb felt underlayment installed with min. 11 slide 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 truces uamc attachment detail on roof plan - 10$.5 PSF Roof FL# 11651.12 SV Cflm p Metal Roofing Siding Stucco on Block Model T4 12" Vented Install using 2" x 2' battens at 0o.c. screwed to soffit framing using+55.0/-35.0 PSF Soffit FL# 12198.3 V1nyl Soffit <aucar #8 x 3" wood scraos at each truss. Install soffit to battens using 0.12" da. xj.E Ion ring shank nails t /8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Fit 15014.2 Produdis LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. ± 46.0 PSF Panels Storm Panels along the bottom and 13' o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) INS AND ALL PROPOSED WORK iCT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT �ESSARYIN ORDER TO TH ALL APPWgAaLg CODES, 2" x 4" top plate base -board 1/2" drywall ceding on truss bottom cord 1/2"4" drywall on x studs at 16" o.c 2" x 4" P.T. bottom plate SCALE: 1/4" = 1'-0" 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 COPY laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12' o.c. in field. Attach FILE deck to trusses using attachment detailon this sheet i.7 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNlk BY 't Ltla"ifnt� ST. LUCIE'CDONTY BUILDING fJIVISION REVIEWED FOR CO;PLIANCE REVIEWEq DATE_ PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE 4" concrete slab with fibermesh OR 6,l #10/10 WWM on 6 mill Visqueen over clean compacted termite treated fill Interior Non -Searing Partition in+ a 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of IS lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 2" �si l SCALE:: 1/4" = 1'-0" -� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categolg II Wind Velocity: 10 mph ultimate Mean Roof Height: W-O" Roof Pitch: 4:12 Internal Pressure CoC 7lmeat: ±0.18 Subjectability to damage from: Weathering: Negligible Termites:Veru Hal Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.1. psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pef Components t Cladding Wall End Zone Width: 3'-4" Components ! Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 Psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pelf Shear Walls 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 By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: 90TH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: _�i5 oaf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: TO Al PROOF ITCH 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Architects - Planners /71 Braden it Braden A�A A, F 411 S.E. Coconut Avenue Tel : (112) 281-8258 Wynne Building Corp. The Grand Car 1 t on MODEL: GARAGE RIGHT Date win Drawn by: D C.C.U. Revisions Sheet 1 I _ Comm # 12 - 2 7 Fax : (112) 281-8283 E-mail: bradenaia comcast.net Stuart FL 34dg1. #AAC000032 Spanish Lakes St. Lucre County Florida Checked by: D.R.B. OF 5 FLOOD' FLAN 1*� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t So ksl steel plate) a minimum 1,400 P.S.I. fiber stress. e" 4. No dissimilar metals to touch. 2/a" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2" /2" 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 " ,3,8" 0 6. Drywall at ceilings shall be leveled and attached to bottom chord a of trusses with screws per FBC R102.3.5. 0 1. ALL wood in contact with concrete shall be pressure treated. o 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/," 2i/z" handicap accessibility requirements. /, 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 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 R302.9.1 IL 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 Masonry Beam flux not less than 0.12 watt per Square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened Halls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. Ral6 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C3L, C19, C4_15, C514, C630, C931 C440, C1002, C1047,C11-1-1, C11-18, C12-18, C1395, or C139( and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail stung options For drywall Spacing Maximum Installation of Into wood framing members Nails Screws ° 2 x min, thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/44" head O 0.098" diameter x 1 114" long annular -ringed or Bid cooler nail �2 Walls Either 16" 8" IG• 0,080" diaRx 1 5/8" long with Direction IS/64" head OR Gypsum board nail 0.084" dia. 12° x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 13ga 1 5/8'011oong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail s Walls Either 1C, 8„ 14 dia. xx 1 1/8" long with 0.09he Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck Into block with 3/16" tap -coil with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per zroduct approval Use 3/I6" 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 tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451-12 26 ga. 5v crimp metal roofing attached to plywood d@ck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max $$dating over ASTM D (type 2) 30 lb felt underlagment installed with min. 9 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1-25" ring shank nails s aced 6" o.c, at all laps and two staggered rows 12" o-c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) od x 1 1/2" nails ( 24" o.c.) suppporting Max. 18101ba. upDt Aluminum Drip _� Edge t Fascia 2" x 6" Sub -Fascia 7 Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet al 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) " \R-30 blown fiberglass in bottom chord of trusses El -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U 25 bar cont. for bottom row over openings 1/2' drgwall over I" x furrin strips at ib" o,c. with R4.1 Pr-foll insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" ontg proportioned per FBC R601.1 and Mortar Jonts shall compy with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex- showers, tubs etc...) Fdl cell with concrete and il) 45 bar vert. (typical). ax spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4' concrete slab with fibermesh OR 6"x6' #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill IIII_ IIII-III � -1�i��,111111�TT � III 1�1�1,�,11= I�II- II IIIIIIIIII-III _ 14° x 14" Concrete footing 149 with (2) #5 bars cont. and #5 T Y F f C A L SECT i O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" J AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft, Total Cubic Ft = 11,568 2" VTR JAL I I I 21' VTR Masterr� J;L Bath i Lay. I 2' I Lay. 1 4'1 2' VTR w.c. �L 3' I I I Shwr. 3' J Kit. Smk I Kitchen 2 I I Lay. 3" W.C. Bath 42 Shwr. 3' C.O. To Septic PLUMBfNG RISER 1" x C P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door it n Masonry Wall 1 1/2" Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D Oor Detall I penetration at max. fromom each corner and 20.." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule (`;lark Size Rou h Open, Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%8" 54%8"x 634' Single Hung ZONE 4 2, 6'-2%"x 5'--3 %" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2° 21%2"x 38Y Single Hung ZONE 4 4. 4'-5%e"x 4'--2V' 54%8"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ,ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor Lulth manufacturer s specs prior to construction N 34'-O" 2" 1- 9'-0 EGRESS O \ 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above o 0 Covered Porch a- O © _n 11'-0' to q'-I " A.F.F. MASTER BEDROOM u Vaulted wing 8'-0" A.P.P. Flat Ceiling C.rtR�_AT ROOM I o I Rod Shelf Vanity to 6a " 34 Y2"high- Lin o I I SET r 8'-0" to 9'-8" A.F. Vaulted Ceiling 2" x 6" knee -wall below QL O o I counter top I M rr, r DiNiNG ROOM I h18, a F 8" LRod Shelf La N C r-pw-r d- O Vanity to be / \ B T N 34 %2"high I ✓�° o I High wall KITCHEN - m - O O-v -8,-0,, A.F.F. N I ° o Plat Ceiling - H. 0 U o 4'-I" 10' 4 "3'-G" Upper cabinets to extend over Ref. A T H Rod t Shelf N 8'-0" A.F.F. Al t) Fiat Calling -a LT o SECOND ry BEDROOM �. N (I )) C1 I eN H. -II Batts latwn 4"0 Steel Ballard 1 l I Il„ LLe€datall Rn this sheet I - Q j Attic Access with light Provide I closer auto i - - 2„ - 6'-0" 4" s I50 Panel mp Om B a I� GARAGE Flat Ceiling O N r----------------- i Block wall in garage to be --�T struck block I I D o o r Schedule O 12" x 1 a column block filled p i rth concrete and d (2) #1 bars v rt. tied ORC I 14'-6" I �n into II tell above I I 2" ark Size Rough Opening Door Description PRESSURE ZONE - O EGRESS A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 ° 00 EO B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 5 4 4 2 2,_g., 2'_e4"" c 5'- Install windows thru buck into 15'-10" C 6'-O" X 6' " `8 14" x 81 %" Fran hattam z or rscaw Sliding Glass Door ZONE 4 D 2'-0" X G'-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 %2" E 2'-6" X 6' =8" Solid Core -Wood - G-Panel F 5'-0" X C-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 - 4-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold block with 3/14" tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max K 2'-8" X 6'-8" Solid Core -Wood - 6-Panel - Bi-Fold thereafter at Jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to be I" x 4" PT Varies Exterior face of wa11 ALL Exterior doors to withstand pressures stated in permit info )Ox on sheet #1 iARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL IITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 1" 4" P T B I. I d x . . uc nail e to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND �flh roughf openln dimensions to be verified by contractor Detall at WIndOWS prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION Detail at UOOr 3'-5" m IV F O wall filler 4'-O" A/C41 o v n Meter Attach buck to block wall with 114" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru 2" x 6" PT Buck lit mahu acturer s specs prior to COnStrucLIOn NTS Braden it Braden A4IA4, FA W�}�. nine Building Corp. MODEL: Date Drawn : Revisions Architects - Planners 5-9-11 Coconut Avenue The Grand Carlton GARAGE Drawn TelS.E. Tel (172) 28�-8258 U. C.C.U. Fax E-mail: : (112) 28�1-8283 bradenaia comcast.net Spanish Lakes Checked b y' Stuart. FL 34994 #AACOO0032 St. Lucie County Florida p g crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-21 OF 5 34'-O,, TRUCTURAL 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 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 96% 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 IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY AIL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FOLAD/470N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 APPLICAB_E. 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 (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. G186 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 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #S, bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" 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 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) 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 soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A-l� 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. G 'Y— 3*5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ,SECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill OIII�„ — 14"w x 14"d concrete monolithic „ footing with 12) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per o foundation plan / DETAIL AT ( 12" x 12" concrete column block filled with concrete and (2) #"I bars vert. tied into lintels above Top of footer 14" below finished ff (2) tt5 bars cone, bottom steel ARAGE STEPDOLUN SCALE 1/2" ,Verify house slab height in field 30"x 0"A6" concrete column footing with (4) 45 b6rs each way SCALE: 114" = 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6 xb' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADES O PnrPr`" qI bFt ;=Mr.1= Irli=Trill #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #b bar in curb \ ALE 1/2" = 1'-0" TYPIC CTIONS 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 0'-0" ® F.F. 14" w x 14"d concrete monolithic sting with (2) 45 bars cont. GARAGE CURB DET4,1L SCALE 1/2" = I' - 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 procjuct approval Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS u V 20'-0" 00 OO i i _ OE EO L L IJ� Filled cell under girder above O FI I E o m I 4„ I I = �Rear Patio/Slab to be poured separate L from the house slab. I o Iry I O I ii O r Thicken footing to 24"w x 14"d x 24"L a I under filled cell FI I E E E _ z E E E under girder bearing. Er -- — — — — — — — —— — ---� I Rear Patio/Slab to ° I be flush with bottom of i sliding door recess. I Slope 1/2" u� 4� a I u_ —i �I IE —i EI I I FI I I IE EI32'-8" ° I I H.B. E I 4" concrete slab with fibermesh OR I 6"x6" UIO/10 WWM on 6 mil Visqueen over clean compacted termite treated fill C)l7 E FI I o EI I I� �- °'; FIE CO I I° ° E AE O o ❑I 4 -o" of Fi — I 4"0 Steel W I Ballard ®filled w/ Concrete #I F I E m CL amp I I I ��E F LLw E I I I �E� I J I E,J E�° cil O °I a� o Io n FI / Iz 00 `u l O E L — — — _ ° = �_ 00 E E ELLI ° 18 � I fL tu o Recess for F5 1 N F4 r — ° — — ° o o ° o 0 00 OEGarage Door 0IF F 6'-2" v2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Ply FOOTING SCHEDULE Mark Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 120111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 30" rl COLUMN FOOTING DETAIL SCALE 1/2" = 11-0" C;arage Uoor Jamb uetaii GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER (MAKE AND MODEL. NTS ROOF SHEETiNG ATTACHMENT DETAIL 1. 2. 11111mum INali CIZC — Minimum Screw Size ou iIrlJ = 98 x ariunN .,,III,. ..r —•'�• 2" 3. Minimum Sheathing Thickness 19p/32" COX Plpood 4. theses For zone r03 stated in permit infoCboxs one plans Ke Area Edge Field Fastener Pressure Zone I Bid ring shank 45 psF Zone 2 �{" 6" Bid ring shank l6 psf Zone 3 .4" ." 8d ring shank 84 psf 7711�1** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for root sLaLea in permit info box on these plans for zone 3 Concrete / Lintel Column _ Verify with Plan Rebar to Lintel 12 "x 12" ilumn Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast -'- - -- - lintel set in mortar Min. 8" Bearing -- -- - - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Dvide PT Buck ,ached per jamb ads Into filled c 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. 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 Rebar 48 Bar DIs: Min. Overlap TRUSS BLOC<ING DETAIL t t G i1 m n t AT GIRDER STRAPPING AT CENTER BEARINGS 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 T,,pe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at V O.C. In field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and C and 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 I Additional Precast Lintel Lintel Bar Clear "A' #5 bars `•�^• CLEAR r.'1I,'+ir Length Length Span Bars Bars 2'I'_C 2A3 none 2'-10" i ,T:' r ��-2" 2,#3 none i`----' i`----� '`----- 8F8-OBAT are-IBAT BF8-IB/2T 4'-0" 3'-10" 2'_8 2,43 none Additional 4'-L„ 4,_4„ 3�_2" 2A3 none #5 bars •-: '.:_.:'!•:• CLEAR - ne Row of "H" ;. ^ Block Above 5'-q" 5'-2" 4'-O" 2, #3 more ;:' ;,;,; 5'-10" 2,#4 more r: Precast Lintel "•`",.'�e ' L'-L" L' -4" 5'-4„ 2,44 more Additional i ' 1'-0" L'-2" 2,45 more �----�, #5 bars __--� BFIL-IBAT BFIL-6/2T 8, 4„ 7_10 1' O" 2,95 more NOTES: I. min. coverage of steel -IF" 2. aim, bearing required ea. end=8" ALL reinforcing steel is evade 60. 9 3. standard for remr. stee1=A57M AG15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Rowe of "H" Block Max. Gravity Max Uplift Max Laurel Mark oUn t Lintel Cast -Crete Above Bottom Steel Sim Top Steel Load (PLF> Load (PLF) Load (PLF) Width Size Specification •5 3049 15L9 1024 L22 2'-2" 3'-L" BF8-OBAT I i5 2541 1363 10 L31 2'-V 4'-0" are-OBAT I 2'-8" 3'-I" L45 4'-5" 5'-10" BF8-OBAT 1 tt5 1105 909 339 L50 5'-O" 6'-1 are-OBAT 1 85 1238 835 121 8F8-OB/IT I tt5 1011 121 534 LBO 8'-O" 9'-4" BF8-IB/2T I #5 2 s5 152 591 512 L90 "1 10'-L" BPS-IB/2T I tt5 2 s5 L43 530 401 L90B 9'-0" 101, 4" BFIL-IB/2T ONE I #5 2 s5 1533 1183 401 LI00 10'-0" II'-4" are-IB/2T I tt5 2 s5 582 994 452 LI00B 10'-0" II'-4" aleli IB/2T ONE I #5 2 85 1344 1028 452 LI20 12'-0" 13'-4" 8F8-IB/2T I tt5 2 95 4-11 428 1 324 L120B 12'-O" 13'-4" 8FIL-IB/2T ONE I 95 2 tt5 10-15 TIO 1 324 LI40 14'-0" 15'-4" eFIL-IB/2T ONE I #5 2 s5 1250 L09 259 LILO IL'-0" lT_,, 8F8-IB/2T I tt5 2 s5 300 192 194 LILOB IL'-O" 11'-4" BFIL-IB/2T ONE I tt5 2 tt5 950 500 I94 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI E ONCRETE REGARDING REGARDING - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION ND SAFE LOAD RATION LINTEL CONSTRUCTION, HANDLING INFORMATION, A'i REQUIREMENTS 6SED. - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRE_ Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2' nails — ( 24" o.c.) sup orting Max. 18101bs, uplift Aluminum Drip Edge t Fascia 2" x 6" Sub-F 12 Aluminum Drip Edge I Fascia Poured Con concrete bI Poured Concret concrete block i Concrete Manuracture Flash and Counter - flash Nail ledger to gable an truss with (2) IOd Ile at each web 1/2' thick stucco on 3/8' hi -rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide no lase than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kagcon full o vent vinyl soffit installed using 1/8" die shank x 15" long gals. roofing nails with 3/8' die. 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 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor a 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 o—Slope per foundation plan 'r I -- _!: \lumin.m Panel ruse per manufacturer say Tgp 15t'd Detal 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details Stud Detail Stud jr/ Die Cast Zinc nTs Nickel Plated Wing Nut r Flush Mounted Shutter Deta11 nts W ood Brace Gable end with 2" x 4" SYP 42 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGiNEER-ED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses I/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 (U 35 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at I6 o.c. with R4.1 fr 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. n Mortar to be Type 'M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC I�601.2.I. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) O 04 O N N 2 � X L yJ ohm v)z� Q to ° a a W L Q 0 N e) U ti as Q o LL OD 1E �: a3 IT- 9 " L r Simpson HETA 20 hurricane anchor at each truss ( 24It o.c.) supporting Max. 1810 lbs. uplift Strap truss to wall using Simpson MGT with 5/8" die. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to ETA 20 truss leg per detail on this sheet (`I io L90 L90 LLO BI BI BI o 1; L90 BI BI /A LLO I W Q I ~ 1217 W t. ; 2„ I I U BI U (_ 7, tJ WEE S OPE _ N I U I W N� W 0to I I � (A z t t r LU I Q +` U)W n W I I u) c i lL 4F BI L31 L B I TT r 1J a I Qi r. N - Mt -- -- -- -- ---� E_f N Gulf Coast Subblu. and MFG 5 Crimb. Metal roofin FL #11651.12 Q woo screws with self sealing w Sher at 12" o.c. Max spacing over ASTM D (type 2) 30 Ib felt underlagme t installed with min. 4' side laps and 6" end laps fastened with corrosion re Istant tin ca s and with 1.25" ring shank nails eck to trusses using attachme t detail on this sheet BI #IA/C �� r— --"— ttie .seas 1.4 I Q with light SLOPE -4 BI 1 1 1 U ubtc I I T( F$01 1 ted IT I 8'-O" MAX. I with 2" x 8Ft back I ( T S 5 of top chic TI I n I I I Z 1 I I p I I I I BI L31 I I I m I 1 I BI I BI I I I I I BI L45 2 ' Lll I o Qn ET 2anc &.16106 r a sac trus NBI c) uppo tang ax. v R bs. u lift II O B I LIOIO L9BOB in FIII cell with concrete and ROOF F L A �I (U #5 bar vent. (typlcaU. I �l -Max. spacing shall not exceed 48" unless otherwise noted — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET see foundation plan notes for spacing at openings — ROOF PITCH AT �:12 UNLESS OTHERWISE NOTED ON THiS SHEET LxL' #10/10 WWM on L mil Viaqueem over 4" concrete slab with flbermeah — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE _� III-1 I=1 IIII IIII I I FI _ 14" T'L4vcal Section at Front Forth 2 7 i rn a +� .J L a. -- a LL LL LL "o Q — ) Brace Gable and 4" SYP #2 min. nailed to bottom •da using (2) 10d ails at each truss ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE 777/1-NM M an A arm a IY Tn TPI Iqq r'nMPA1\1Y PPInR Tn TR�JSS CONSTRUCTION _ 1I-O" Scale , 1/2" Braden t Braden AIA, PA I V I I W(gnne Building Corp. MODEL: ,'' Date Drawn Revisions Sheet Comm Architects — Planners �17 S.E. Coconut Avenue The Grand Carlton GARAGE RIGHT Brawn by: r� . 12 - 21 Tel : (112) 287-8258 C.C.U. Fax : (712) 287-8283 Spanish Lakes Checked by: E—mail: bradennia8comcast.net St. Lucie County Florida L .R.B. OF 5 CF:Is.« FI 'AAgq/- 2idarnnnnOA2 - PANEL "A" arc# Description wipe Load BR Poles 2 AHU #10 3.5 kw 30 2 4 L Range 96 12.0 kw 50 2 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 3 2 30 4.5 kw #lo 40 gal. water HTR 5 7 8 I 20 1 1.8 kw #12 Pump 9 10 Driler #10 5.0 kw 30 2 11 13 12 li 1 1 20 1.5 kw #12 Dishwasher #12 1.2 kw 20 I 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. m Is Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepta 412 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 I 1 #12 25 26 Recepts #12 20 1 1 10 1.92 kw #12 27 28 Recepts 412 20 1 I 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 GOV #12 20 1 I 20 #12 General Lighting 35 3r. Bathroom GPI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spar 1 41 1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Q2 . Watts Total(Watts) General Lighting. ,(3. _watts SmaIL ..... .!iance. Circuit(s)... Range ..... Refrigerator . ...................... Microwave Dish, Washer ................................................. Clothes, .Washer ...................... Clothes..Dryer................................................ Water Heater ........ .................................I Water Pump ................... Garage Door Opener . . ... sq.. ft.) . ................... .. I .......................... I ........................ .......... ........ . ................ . ............. 11205 3 5,205 1 1 1,500 3.000 12,000 12,000 1,200 1.200 1 1 1 1 1 1.500 1,500 1.200 1,200 1,200 1,200 5,000 5,000 4,500 4,500 1,800 1,800 810 810 First 10000 Watts Remainder Electric Heat or A/C 6`100% 21,415 e40% 10,000 e65% Total 1 1 1 Watts 10,000 0 10.000 31,415 10,000 10,944 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Exhaust Pan Ceiling Mounted Light Wall Mounted Light Lit ht with Pull Chain (attic) 1 Pe Push Button Switch Duplex Outlet Special Receptacle 0- � J.P. QFQ Waterproof ground fault circuit interrupter M® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 'V Flood Light Electrical Panel Electrical Meter Ceiling fain TD Thermostat m ® Central Vac EEE� ® Smoke Detector © Television Jack ® Telephone Jack AC pgc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom I@ = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: H.B.+- Vent thru___ �offlt PATIO/SLAB I I I GR AT RgON I I 169 CFMCe ter Registers on ceiling fan I49 CFM IOxlOxl I OxlOxl DINING ROOM W - - - � x4 l I AT 2Ox220 I I I I IL" I I 232 CFM l 12x(x1 l I L .ILA SECOND % BEDROOM 12xl2x8 B/A �- M-C�AN1C4L 1211 10 CFM IOxIoxL MASTER BEDROOM 143 CFM IOxIOX4 I I- - - - - - - - - - - - J //1 12x12x9 B/A LOSET 8 CF • /�� i i 34 M r---T / / I lo° � KII is3 CFM 12x12x1 it fO Cr R. A6 A Access with light ILAttic COVERED PORCH SCALE: 1/�4" = i'-0" I. Use copper wire onig, no aluminum. 17. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnigh and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done In accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFi protected- shall comply with all local codes and ordinances, and shall 1. 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. 10. A/C Return Air Balance Must comply W/ FBC RM1602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical system shall be completely and effectiveI sleeved in PVC grounded as required by the latest edition of the N.E. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullyy operative. 13. Contractor shall pay for all fees, permits, test(ng: and 21. All equipment and panel sizes shall be verified before inspections including blower testing where requir,edd ordering. The contractor shall provide cir uit 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 or on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or thr ugh any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three lameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other s rvice. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be in talled 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 PATIO/SLAB /covered Porch `\ MASTER BEDROOM I f 1 � 1 / WP GFCI / v rAY vG Smoke / Carbon O M Monoxide Detector Combo \ I S I M I a I _ I '- II II &= LQSET N II I Vent_tla u_ I I I Soffit DINING III GFCI ROOM I I 1 7 G CI IGFCI GFCI \� I KITCHEN �\ N I Monoxide Detector c Hines S Combo H.B. M T \ Xis A/C 50 M / F #1 Exhaust Duct F �\ O - Thru Soffit \ Pci if 150 Amp Meter Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. iso #2/0 Aluminum feed AMP I i/2' Conduit MCB PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Ba e, coot pPa�awire slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net Stuart. FL 34996 UAAC000032 �\ -- - - -- L,°r�\\ I h GFCI H. enter > BEDROCK v S PB /\ I / \ Wire For Front Post97T�-=/ \ \ Light wP GFCI tQVERED_ / FORCF n 6'-3" H► 101 mom N N Exhaust Duct Thru Soffit l 4" Exhaust Duct Thru Wall WP GFCI oInstall oulet N under disc. not shown for claritg 1-11,22" x 54. Attic Access 1 with light IL Optional P IVO Amp panel location 1 / Panel Pull chain � light in attics / 42"h GFCI Y GARAGE Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I A/C eter LF-CTF�:)f C/4L FL/4N iLECOPY SCALE: 1/4" = 1`0" 211111110W G a\Post Light with I Photo cell Wynne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.1� sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn raven by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # F--1 12-21 OF 5