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HomeMy WebLinkAboutBUILDING PLAN12 SLOPE 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELE\/ATION 0 u� ---------------- Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant 'tin caps and with 1.25" ring shank 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 \ SCALE: 1/4" = 1'-0" 0 �M�� P�a�REo Gulf Coast Supply and MFG 5v Crimp Metal', roofing FL 41ILSLI2 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank 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 ALL MANUFA , iRFg I.ML88 5/8" thick light textured OF IAM) SANDnF �''> OaSHOq stucco on typical concreteRCr:IA*'UN ° ALJ+vEzo',COlEMust block construction UNiii I`xJISANDWIMO 12 SLOPE],4 II II II II II I I II II II II II II 81- THESE PLANS A ARE SUBJECT TI REQUIRED BY FII MAY BE NECESS, COMPLY WITHAL CONCEALED FASTENERS OR ATTACHMENTS ARE �ON RAC OTI R Of A, 1OHOHE EGRES PER D 3 0'-0" = Finished Floor Poo 5/8" thick light textured stucco on tgplcal concrete hlev— cnnntriictinn I RIGHT ELEV,470N THESEPLA SCALE: 1/4" = 1'-0" ARE SUBJE REQUIRED f MAY BE NEC COMPLY WIT No AND ALL PROPOSED WORK Y TOAIELI)YCORRECTION, ESSARYI INSPECTORS THAT To i ALL APPLICARLA 0 �� aoau. 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 underlagment installed with min. 4' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C' o.c. at all laps and two staggered rows 12" o.c. in field. Attach .fe�L ♦— le...- ...:.... .f«.,L- # .le«al -- «L._ _Lee« 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION Gulf Coast Supply and MFG Sv 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 0 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 \_ 12 4 1 SLOPE 12"I 12° O.H. .H. ®®®M ®❑ o LJ 0 5/8" thick x 8"w cut' 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I I =�= I IM= 1 1 11 1C�CI 0IC0 1 11 coral finished stucco bands FRONT E L E Y,4T I O N 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. AL-ANUFAr ; UHF° .mgl, 70RS,aiID;;HOt,: CUn HBMn,. NFBC�NEHit•uc.��I base -board ----\ 11 [ / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearina Partition Braden III Braden AAA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia8comcast.net SCANNED BY St Lucie County ST. LUCiT"NT? LDING DIVISION REVIEWED FO COM ANCE REVIEWE BY DATE 140aXw&is PLANS`AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE nts Wynne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 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 Velocity: 165 mph ultimate Mean Roof Height: II' -Om Roof Pitch: 4:12 Internal Pressure CO�11<ent: ±0-18 SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height.. 1.21 x 0.4 = 0.126 J p g ASD design HIP ROOF 2:12 TO 4:12 PITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.4WL Components It Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components it Cladding Wind Pressure (NET) Zone: 5. f ZoneI WWall all Zone: +35.8/-48.8 psf WeiRo 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 �Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil 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: 45 Pat FLOOR DEAD LOAD: 10 sf JOB ADDRESS: Model: REAR PORCH LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked bg: D.R.B. Revisions Sheet Comm # Al FLOOR FLAN Counter top - verify type with contractor 35'-O" Cfi=ASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'—O" N.T.S. L Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter proceeding WILh Work, steel crash post. Floor P 9 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 k51 steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2" ALL Concrete used for vertical filled cells, coat, tie beams etc.. to shall be 3 000 P S I concrete and/or 4 000 P S 1 grout mix 0- Recess top plate Vul x 3/8"d for steel support angle \ see detail on this sheet Steel countertop wpport angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" FT wood plate L. Drywall at ceilings shall be leveled and attached to bottom chord 03/8" 2rz' KITCHEN ISLAND FRAMING DETAIL of trusses With screws per FBC R102.3.5. 2'/2" Attach buck to block wall with O O 1/4" dia. Elco conic screws with min. �. ALL wood in contact with concrete shall be pressure treated.11 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2/i' 2y2" 12_ Lowest finished floor to be set by Governing Building Department 6" 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 FB R302.9.1 IL. Wall and ceiling finishes shall have a smoke —developed index of not greater than 450 per FBC R302.9.2 Il. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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 1 1/4 penetration at 12 o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall cries no Wood screws thru jamb into buck at each Isnge and 15" o.c. max and Detail at Door prior to door and NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max 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 18. Gyypsum board material shall conform to ASTM C36, ,1-1, C4-15, C514, CL30, C931 \I"x4" P.T. Buck nailed to -block hardened C9LO, C1002, C1047,Cl177, C1118, C1218, C1395, or C139L and shall be installed with case nails Detail Windows to window attachment according to the following: (FBC R�02.3.5) at prior Masonry Beam Dr wall Location Framing Orientation g Member Max. spacing Nail sizing options for g p I" x block 6" P.T. Buck with case, nailed to NTS hardened nails Thickness Spacing of fasteners installation of drywall into r prior to door attachment Maximum Nails Screws wood framing members 2" thickness Install SGD thru buck into x min. block with 3/16" tap -con with Ceiling Perpendicular 24" -I" 12" 13ga 1 3/8" long with 19/64" head 1 1/2" penetration at L" o.c. max. OR from each corner and 20." o.c. max 0.098" diameter x 1 1/4" long j: , thereafter at head per product approval /2 annular -ringed or 5d cooler nail OR Walls Either Direction 161, 8' I6" 0.080" dia. xx 1 5/8" long with 15/64" headOR ry I� 0 O Use 3/16" tap -con with 11/2" penetration at L" o.c. max. Gypsum board nail 0.086" dia. from each corner and 20" o.c. max x 15/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head lo 0.098" diameter x 3/e" Ion g I" x 0 P.T. Buck nailed to block with case hardened nails / annular -ringed or Lid cooler nail OR Head prior to door attachment Walls Either 10 g' 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. fixed door x 11/8" with 19/44" head. sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance with ASTM II/2' C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall " B10 om Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed S l block with 3/14" tap -con with Door D l 11/2" penetration at 6' o.c. max, d Detail within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics l l n g l from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanylng smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with 4STM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Window Schedule Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411151.12 #9 Mark Size Rough O en. Window Description PRESSURE ZONE 24 ga. Sv crimp metal roofing attached to plywood deck using x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D I. ;4'-Sk"x 4'-6%' 54Ya"x 54%" Single Hung ZONE 4 (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2, 6'-2Ys"x 5'-3 %s" l5" x 63 %," Single Hung ZONE 4 s aced L o.c, at all laps and two staggered rows 12" o.c. in field. Attach '-2" 2lk2'x Single Hung dpeck to trusses using attachment detail on this sheet 3. x 3'-2%' 38%" ZONE 4 4, -I" x 5'-3%" 38" x 63'/4' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Simpson HETA 20 or equal ind mullions per elevations. hurricane anchor with (10) lod at each truss 12 x 1 1/2" nails PRE-ENGINEERED TRUSSES LL Windows to withstand pressures in permit info box on sheet 1 ( 24" o.c.) supporting Max. 4 18101bs. uplift at 24"o.c. TYPICAL LL windows in bathrooms to be tem ered p (shop drawings by manufacturer) A I ro gh opening dimensions to be verified by contractor wl h minufacturers specs prior to construction Aluminum Drip —��� R-30 blown fiberglass Door Schedule Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish M rk Size Rough O enin Door Description PRESSURE ZONE 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cost, in each row. Substitute -O" X l'-O" 108" x 84" Overhead Garage Door ZONE 4 Ke9 can full o vent vin I soffit installed precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings '-0" X 6'-8" 41"%," x 83%;' Fiberglass Panel -Inswing ZONE 4 using I/B" dia shank x 5" long gale.i roofing nails with 3/8" dia. head per '-0" X 6'-8" 14" �� Frw name x 81 /2 d new Sliding Glass Door ZONE 4 product approval -see chart sheet ul 1/2" drggwall over I" x furringg Pi '-O" strips ai 16" o.c. with R4.1 -foil X L'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 X 6'-8" Solid Core - Wood - 6-Panel 5/8" thick light textured stucco on typical concrete and shall meet all pertaining ASTM codes. 5'-O" X G'-8" Solid Core - Wood - 6-Panel - Bi-Fold block construction ho Mortar to be Type M" on'g proportioned per FBC RLOi.I N" and Mortar Jonts shall comply with FBC R601.2.1. G2'-8" x C-8" x 1 Solid Core Wood, Steel, or Masonite Door Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar w/ 1.1 2'-e" X 6'-8" Solid Core -Wood - G-Panel 30" oveerlaprlap Fill cell with concrete and 2'-L" X L'-8" Solid Core -Wood - 6-Panel - BI-Fold at each filled cell ( Max.bar g shall not ex. M. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ALL Exterior doors to withstand pressures stated in permit info Verify attachment Base spacing at openings b x on Sheet 41 hole location with GC prior to fabrlcatlon 4" concrete slab with fibermesh OR 4"x(" #10/10 WWM on 6 mil Vis ueen over GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 3/8" steel clean compacted termite treated fill WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 Grade ". - .. All wi rodghopenint g dimensions to be verified bcontractor h manufacturers specs prior o construction I I I I,, I I I IIIIIIII "— 14" x 14" Concrete footing 14" with (2) #5 bars cont. and 45 TYFICALSEC70N transverse bars at 48" O.C. Scale : 1/2" = 1'-0" I 12" 12" , 8'-IOY2" 12", 8'-IC", Filled cell under girder above PORCH o WIRE LATH t STUCCO O CEILING 0 191-9" go N C N I I I I 8'-O" to 9'-8" A.F.F. Vaulted Ceiling 1 19'-5" GREAt ROOM I M I 1 I N I I I I 8'-0" to T-B" A.F.F Vauted Ceiling DINING ROOM 3/8" thick steel coulter top supports counter to s to t I eq overhang wall, L, 5.. L1 I l'-lA11 EGRESS 13'-II" MASTER BEDROOM at EeJIF 0 1 °i Rod t Shelf inIff _ i— rI co toI J o�:)SE� Van> I to counter to1 34 Y2"high psll 1.5" to I- T overhang waI 1 N 5'-3" Rod t Shelf Vanity to be 34 Y2"high , Al m Q 'rO 9'9 inI I I 0 ° — — — — 1 Q c+l m PANTRY CAB ro C _ O i DW I o a +41" high wall I SECOND ► KiTCHEN � BEDROOM o o 1 _ 8'-0" to 9'-8" A.F.F. F = I O 1 Vaulted �elhng I r 8'-0" A.F.F. Flat Ceiling - I � Upper cabinets to extend over Ref. I i- ° I ICR WAVE NON VENT REF. H.B. 30PENING " 12'-8" L \ — — — 1 r � A/C -II Batts Inwletion /-_ �i Q W'H' tY #I �SeSteel See Ballard detail on this sheet Provide auto closer E -� THIRD r- BEDROOM �� r Attic Access light_ J Q= 1 ,J L 9 QI ° —with I 8'-O" A.F.F. 8'-0" A.F.F. — — Flat Ceiling Flat Ceiling4 _ ,4RAGE at Q ale© 4'I 4" 12'-8" O M 01 Block wall in garage to be O 0 MT 19E i+ struck block 2'-8" 0 < R-II Batts Inudapon ° Provide auto 150 Amp EMERGENCY closer Panel r - - - -------------i EGRESS f-----------------� O i i O B O O b ° I -1 '[GOLF: CART GARAGE 6" -8" A I 9'-0" COUNTER TOP BRACKET DETAIL Braden t Braden AI A, FA Architects — Planners wgnne Building Corp. l S.E. Coconut Avenue Tel (ll2) 281-8258 W I I �l THE I I I I �I D S O R Spanish Lakes St. Lucie County Florida Fax : (112) 287-8283 E—mail: bradenaia comcast.net Stuart. FL 34994 #AAC000032 N 11711 IMME— — — —r IMITI ell O OO 6'-4° 2 _g- q,_O„ 2�_8„ 31 FILE. COP Square Footage Breakdown Total A/C Space = I,153 sq. ft. Covered Porch Total = 212 sq. ft. Csarage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2.484 sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 5-9-I1 REAR Drawn by: PORCH C.C.U. 2. LEFT Checked by: D.R.B. OF 6 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 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. FOUND/4TION FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC: AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADSI ARE AS FOLLOWS: ROOF (DL+LIB) = 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 - 301 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 ARCHITEC;iURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCR TE PROTECTION FOR REINFORCING BARS: FOOTING: BEAMS: 1-1 2" LAP ALL REINF, RCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDAR 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 2500 psf. Should any other conditions be encountered, the architect Shall be notified in writing for revision 4. Verify all recess thickness at Showers, t1le, etc.... 5. Contractor to provide filled cell with concrete and I #5 bar Vert. at 48 O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide Provide (2) filled cells On each Side of openings from 6'—Oft to 9I—lift 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 -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 and A-35 Speclfications. ALL Anchors to be A-301 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ l Thicken edge to VxV 30" overlap SEE TYPICAL with concrete and 4" concrete slab at each filled cell ECTIONS one 45 bar continuous 6"x6" 410/10 WWM c clean compacted t 4" concrete slab with fibermesh OR GRADE 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill co = SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 II x 8"D THICKEN SLAB EDGE WITH I 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Fd 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET urth fibermesh OR ,1 10 and Visqueen over ermite treated fill vraae 111 I Illx 14"d concrete monolithic PORCH SLAB EDGE DETAIL footing with (2) 45 bars cont. SCALE 1I/2" = 1'-0" 14" ' TYPICAL FOOTING DETAIL #5 bar lap. w/ 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. Cl #10/10 WWM on il0 mil Visqueen over 45 bar cost. 45 bar in curb clean compacted termite treated fill Gra de de IL JE - -ill III 10" (2) #5 bars coot, bottom steel 14 w x 14" a concrete monolithic "'i IIIi i' footing with (2) 45 bars cont. 12" 4„ 2 DETAIL AT 6" GARAGE STEPDOWN SCALE I/2" = I' -Oft GARAGE CURB DETAIL 12" x 12' concrete column SCALE I/2" = 1'-Oft block filled with concrete and (2) #1 bars Vert. tied 4" concrete slab with fibermesh OR Into lintels above Verify house slab height In field 6"x6" 410/10 WWM on 10 mil Visqueen over Top of footer clean compacted termite treated fill 14" below finished floor _ 49 bar cont. 16" dlk Asale cr I 30"x30"xl6" concrete `r column footing with (4)Ln #5 bars each way (2) #5 b rs Cont. bottom steel lo° 30" 12" �j COLUMN FOOTING DETAIL DETAIL AT 9 GARAGE SiTEPDOWN SCALE 1/2" = I' -Oft t SCALE /2" = 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. 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 NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 O.[4-e Double Filled Cell Column Single Filled Cell Column NTS NTS i 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied i Into lintels shove rcL911!I 12" 8'-10 2" 12 8'-IcaY2„ 15'-3" N _ °T _ _ _ OO 00 __ _i_i_� __i_ _ _ 00 EO Filled cell under girder above I FI o � I p I / - p Rear Porch Slab to W - be !T-2 poured separately a0 from House Slab. � I o (V N , O I Thicken footingg to 0 24"w x 14"d x 24"L E under filled cell - EE E EE Z EE I under girder bearing. I cum E r — I — — — — — FI — sn— � FI I r a ~ld) Rear Patio/Slab to I be flush with bottom of sliding door recess. I ° Slope I" I I FI ° O -i I of I I I IE ° I 4" concrete slab with fibermesh OR vm 6"xC 410/10 WWM on 6 mill Visqueen over I HB 0 Clean compacted termite treated fill 1 0 LL WASHER DRYER I I FI IE OI i I I I -i I -i I I E r ° I I IE v- I I ;- o I I DWF- I I I I " I F- 4" concrete slab with fibermesh OR FI 6"xb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill nNON-VENT ° I ❑ H.B. E I REF. 0In 38' CLEAR OPENING Oo UP A/C W.H. --- v -- I I E Steel Ballard See detail on this sheet I I I w *V l °a < I O 21 QJ I I UJ I IQ o I FI I Meter toI and panel E n either side of louse field verify I E E N E EE Nservice location I °I I E ;n E— -- --cr —, E O4" Step p I ❑ N ZOr E 13'-O„ ❑ p ❑ I O 13'-Oft I O � I I I 5 E00 - — o — — — --— — — — E O 1.5Recess for °EE 5" Recess for O EO Garage Door lin GarageDo-or v 2'-8" 9'-0" T-8" 6'-4" 91_01, 2,-8„ 35'-Oft BID Braden t Braden /AIA, P)4 Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue THE I I I I j�l D S O R Tel - (712) 281-8258 w ' �l Fax : (172) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 3491 #AAC000032 MODEL: REAR PORCH LEFT FILE C �', Date Drawn Revisions Sheet 5-9-11 Comm # Drawn by: C.C.U. � lS_1S8 Checked by: D.R.B. OF 5 INS F Ke Area Edge Field Fastener Pressure Zone I 6" 6" Sd ring shank 45 psf Zone 2 �{" 6" 8d rin shank 76 psf Zone 3 �{" �" 8d ring shank 84 psf ** Zone 3a #8 wood screw 112.5 psf Concrete / Lintel Column Verify with Plan Rebar to Lintel Provide 45 bare with min. 48 bar Provide #5 diameters overlap into beam. Tie lintel into I: filled cell steel into continuous the opening beam block steel. act in pre -cast ROOF F T A N Scale where length of i for it. i ii Provide Cast -Crete = -y --�° �0-"—- - 8U8-OB/OT precast `LL---- -' lintel set in mortar�� y4 I - Min. e" Bearing -=� - - -- 12"x 12" Column Block ovide PT Buck :ached per jamb ads into filled ci 4" Pre -cast Sill - Overhangs at I -O unless otherwise noted On t - Roof pitch at 4:12 unless otherwise noted on tl- - Truss shop drawingS to be provided by manufact - Any changes to this plan Shall be submitted to architect for approval in writing prior to Startin - ALL TRUSS TO TRUSS CONNECTIONS B) TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verlfleation Poured Filled Cell - Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to Provide #5 bars with min, 48 bar diameter" overlap in filled cell. Tie 'filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 12" x 4" blockmag to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/91 din. threaded rod set min. 12" into Oct beam and (22) 1& nails into truss Rebar 48 Bar Dia. TRUSS BLOCKING DETAIL Min. overlap AT GIRDER STRAPPING AT CENTER BEARING POINT �ttachm=nt NTS 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 layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate\ lie to be 19/32' COX Plywood 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 #11451.12 Crete and 1 45 bar 26 gs. 5v crimp metal roofing attached to plywood deck using #q ar over top bar with wood screws with self sealing washer at 12" o.c. max spacing over bar. (type ) 30 lb felt underlagment installed with min. 4 side laps' at to P laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6" O.C. at all laps and two staggered rows 12" o.c. in fig deck to trusses using attachment detail on this sheet Additional Precast Lintel u „ "Bit #5 bare Lintel Bar Clear A B CLEAR Length Length Span Bars Bars T-10" 2'-8" I'-6" 2,43 none 3'-4" 2'-2" 2,43 none BF8-OBAT 8FB-IB/IT BF8-IB/2T Additional 4'-O" 3'-101, 2'-8" 2,43 none - #5 be CLEA •`:� 4'-6" 4'-41, 3'-2" 2,43 none ", One Row of "H" Block Above ,r; 5'-4" 5'-2" 4'-O" 2,#3 none r" ry Precast Lintel Is ry 5'-10" 5'-8" 4'-6" 2,#4 none Additional i 6'-4" 5'-4" 2.44 none #5 bars----'' I'-6" �'-O" 6'-2" 2,45 none 8FI6-IBAT 8FI6-IB/2T 8'-4" T-10" T-O" 2,#5 none NOTES: I. min, coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door W dth Slzee1 _ Specificati n Rows of "H" Block Above Steel m Size Seel S17O Max. Gravity (PLF) Max. Uplift (PLF) Max. Lateral (PLF) L22 2'-2" V-L" 8F8-OB/IT I #5 30L9 1549 1024 L31 2'-6" T-8" 3'-1" 4'-0" 8F8-OB/IT I #5 2561 1343 163 L45 4'-5" 5'-10" 8F8-OB/IT I #5 1105 909 339 L50 W-O" C-6" 8P8-OB/IT I #5 1238 835 121 L60 6'-8. T-6" 8F8-OB/IT I #5 loll 121 534 LBO 8'-0" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-0" 10'-6" 8FB-IB/2T I #5 2 #5 143 530 401 L90B 9'-0" 10'-6" 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" SF8-IB/2T 1 #5 2 45 582 494 452 LIOOB 10'-0" II'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1346 1028 452 L120 IT-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 LI60 I6'-O" n'-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LI6OB IL'-O" 11'-4" 8FI6-IB/2T ONE I #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'-O" LONG ARE TO BE PRESTRESSED. 1 D end nails ttach 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x I I/2" Wade ( 24" o.cJ supporting Max. d/ i 18101ba. u lift Aluminum Drip Edge t Fascia lettached io LhorizonG 12 framing with nails or no leas than I-3/4" 2" x 6" Sub-Fasci � horizontal wood framm into vertical wood fr Kaycan full o vent vinyl soffit installed uang I/8" die shank x 1.5' long gale. roofing Hells with 3/8" ilia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied --— into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter 16" below finished floor Aluminum Drip ' Edge t Fascia Poured Co, concrete in Poured Concrete concrete block u Concrete Manufacture Flash and Counter Flash Nail ledger to gable end truss with (2) IOd Its at each web hi —rib lath vertical wood e to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 4 5 bar vert. w/ 30" overlap at each felled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Ohara Per Specs lax. Flush Mounted Shutter Detail Aluminum Penal S,zea per manufacturer — See Tuoicel Stud Detail VB" x 3/32" Wing Nut w/ Appropriate washer and sparing `w per manufacturer's Details OL3' u 09S' s" I i ,as• Stud Detail Stud w/ Die Cast Zinc Nrs Nickel Plated Wmg Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd Walla at each trues PRE-ENGINEERED WO � e 24"o.c. TYPIC. ( shop drawings by manuf "' \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. For bottom row over openings I/2" drywall over I" x furringg strips at 19" o.c, with R4.1 frfod insulation on typical 8" Block walls All drywall to be installed per FBC R102 and shall meet all pertaining ASTM codes. � Mortar to be Type "M" only proportioned and Mortar pants shall comply with ABC R Provide Our-O-Rock at all wet areas (ex FIII cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 41:10/10 WWM on 6 mil Visqueen over ,. /clean compacted termite treated fill ,IIII v r �, III IIII l i IIII - IIII—IIII IIII 14° IIII FI lcal Sectlon at front Forch Scale I/2" = I'—O" Braden t Braden ,41,4, PA Architects —Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax (112) 287-8283 E—mail: bradenai0comcast.net Stuart. FL 34996 #AAC000032 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" ilia. threaded rod with min 12" embedment p Into beam either wet set or in epoxy with hurricane anchor at each truss Provide downspout Wynne Building Corp. THE WINDs0R Spanish Lakes St. Lucie County Florida hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn Revisions REAR Drawn by: PORCH c.c.u. LEST Checked by: D.R.B. � .Li X io r� OU rn N� 4Z Q a O L JU L- (y N LU OD = E � _ L �UJ rroviae aawnspauc HJ FILE COPY Sheet Comm # 4_ IS-158 OF 5 PANEL "A°' Poles BR Load Wire Description circa cwc# Description Wire Load BR Poles 2 40 -1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #lo 40 gal. we HTR 5 6 Range #6 12.0 kw 50 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Ii 18 Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts 412 20 1 I 20 1.92 kw #12 2T 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepts #12 - 20 1 1 IS #14 General Lighting 31 32 Recepts 412 20 1 1 IS #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 - I 15 #14 General Lighting 35 36 Bathroom GFI #12 #14IS 20 1 - 20 #12 Smoke Detectors 3T 38 General Lighting 1 ff 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I s are 41 42 share PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting (3, watts sq. ft.) Small. ,Appliance. Circult(s).. . . .......... ... .. ... Range ..... ......... .................. ......... ......... Refrigerator.... _............................................. Microwave Dish Washer ........................... I ...... I ............... ................................................................. .Cl.othes .W.a.sher...............1 Clothes_ .Dryer ........................ . ... ... , , . ....... Water HeaterI. Water Pump .................................................. Garage. Door,Opener . .................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1500 1,500 I 1 200 1,200 1200 1,200 1 5,000 5,000 1 4 500 4.500 1 1800 1,800 1 d10 810 Total Watts 31.415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10.994 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,946 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 `S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -07-AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle o- Wall Mounted Light s� Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q5 Smoke Detector Ceiling fan Q Television Jack Telephone Jack ncoc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light P�KR`I Speaker Hook -Up ❑t Intercom A = 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 rotected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refri erant lines that are run thru slabs must be sleeved in PVC 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. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liabilitg 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 gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang 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 combanu. #2/0 Aluminum feed I 'h' Conduit __. 2"PVC IPIP A/C disc. ISO AMP MCB PANEL 2" rigid service FPL I Lo #WS cet� oFre�ar'in slab ELECTRICAL RISER 3 TON SEE MANUAL "J" and Enerigl Calculatior for Unit mfc PORCH 141 CFM IOxlOxl 14,11 CFM IOxlOxl GREAT 141 CFM IOxlOxl DINING ROOM I I TRY 1B I 1 I DW o I i I I� 124 CFM 1 IOxIOx6 KITCHEN MICROWAVE NON -VENT REF. L - - - - 38' CLEAR O OPENING 11 WH A/C 411 SeSteel Ballard See detail on this sheet - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS L manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectivelg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routingi to suit the Job conditions. 22. Furnish and install all fixtures as called for on the (plans or as selected by others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters or the largest conduit or pipe from any other service. 24, All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 r----- 22" x 54" Attic Access with light L---- GARAGE r----------------- i I I I I I I I I I I I I I I I 1 I 1 I I I I I I 124 CFM IOxlOxd /MASTER BEDROOM 12xI2xI0 B/A 124 CFM ® IOxlOx6 r.. 8x4x4 9 CFM I m (CLOSE 8x4x4 50 CFM ff Vent thru 0 ---5offit 45HER DRYER LAUNDRY 6 CFM 8x4x4 12" 0 I 14 CFM r- 8x4x4 � T I r i' 2x12x8 I P B/A 16" 2Ox20 rIIIIII1 FrrJ 'I 2P UJ�8x4x 4 sic5" MECH;4NfCAL Ill CFM 12x6xl 1 SECOND BEDROOM 12x12x8 B/A THIRD BEDROOM Io Iox6x6 150 Amp Panel GOLF C,4i�T GARAGE I I I I I I I I I O= THERMOSTAT LOCATION SCALE: 1/4" - 1 ' - O 11 Braden It Braden ,AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 #AAC000032 Install oulet under disc. not shown for clarltg Wire For . Front Post Light wgnne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida i Post Light with Photo cell Center Post Light between driveways MODEL: REAR PORCH LEFT ELECTR Date Drawn Revisions 5-9-11 Drawn bg: C.C.U. Checked bg: D.R.B. FILE COP", d ��4L FLAN SCALE: 1/4" = 1'-0" Sheet E-1 OF 5 Comm # IS-I58