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HomeMy WebLinkAboutBUILDING PLANS 3-27-183/2 / /i's ` \ eo� —C)'%­1 II-\ Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and 24 ga. 5v erump metal wood screws with self (type 2) 30 lb felt u laps fastened with con spaced 6 a.c. at all I deck to trusses using 5/8" thick light textured stucco on typical concrete —7 block construction RIGHT ELEVATION 41SLOPE 4 MFG 5v Cnmp Metal roofing FL #IIL51.12 roofing attached to plywood deck uang #9 x I.S. sealing washer at 12" o.c. max spacing over ASTM D nderlagment installed With min. 4 side laps and L" end rosion resistant tin cape and with 1.25" ring shank nails eps and two staggered rows 12" o.c. in field. Attach attachment detail on ibis sheet 12 SLOPE 14 e'-1" T.O.S. . la" H. r Q O'-0" Funs 5/8" thick x 0I$w cut coral finished stucco bands SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal r 2L ga. 5v crimp metal roofing attached to pip wood screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlayment installed with laps fastened with corrosion resistant tin caps spaced L o.c_ et all laps and two'sta�gored rl LEFT ELEVATION #IIL51.12 uang #4 laf3' Gulf Coast Supply and MFG 5v Crimp Matal roofma FL *11651.12 26 ga. 5v crimp meteI roofing attached to plywood deck using #9 x i. " wood screws with self sealing washer at 12" o.c. max spacing over AS � D (type 2) 30 lb felt underlayment installed with min. 4 Side laps and L end laps fastened with corrosion resistant tin caps and with 1.25" ring shan4 nails spaced L o.c. at all late and two staggered rows 12 o.e. in field Attach deck to trusses uang attachment detail on this sheet v, v wI11Wn Wwr WWI ul 06ut.GV Uri 61upit.01 6Vrlb1=6w finished stucco bands block construction REAR ELEVATION L. E Y/--\ T I O N I `l O I SCALE: 1/4' = 1'-0' - Overhangs at I'-O" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,4 n changes t o this plan shall b e submitted t o the architect fora royal In writing prior to starting construction. approval g p g - Return ALL Stucco Bands Into Window or D oor. , Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood neck 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 mm. 4 side laps and L" and 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 wing attachment detail on this sheet 12 4 1 SLOPE la^ H. 5/8" thick x 8% cut coral finished stucco bands _. 0OMM ®®® ® 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. base -board —. 11 11 r 2" x 4" P.T. bottom plate Interior Non-1 \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Vusquoen over clean compacted termite treated full earinq Partition Braden it Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION .Wynne Building Corp. The Grand Ca Spanish Lakes St. Lucie County Florida MAR 2 7 A18 ST. Lucie County, Permitting /8" thick x 8"w cut )ral finished stucco bands dONCEAI10fASUNERSORA7TACHMENTS ANI tMI NIBPONSISILITYOF THE 00"AACTOROFRECORD F'LL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLUWCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS li"L IN@r5p MM ANAppr4ft 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d gads, Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring Shank galvanized nails into truss webbing. SCALE: 1/4' - 1'-0' THESE PLANS AND ALL PROPOSED WORK ARE SUOJECT TO ANY CORRECTIONS RI'di ;IED YJY F'1 E!..D IPISPF"TO RS THAT MAY L )EC4oS,AfA" IN r1Hc.R TO COMPL•f Wri H ALL APPLK;ABLE CODES, BOANN€ By 5/8" thick x 8"w cut t Lucie coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands Irl/7,-MlyT ST. LUC:£ COUNTY BIII,PT_NG REVIEWED FO JJANCI REVIEWET� B DATE /IA lAbv ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Fonda Building Code Residential: 5th Edition end ASCE 9-10 for Wind Loading Bold D is: Enclosed Risk Categorp. II Wind Velocity: hO mph ultimate Mean Roof eight: Roof PFt 4:12 Internal Pressure Coefficients tDjo_. Subioctabilitg to damage from: Weathering: Ne li ible Termites -Vera Heavu Width of Roof End Zone: V-4' Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 x O.L O.'12L Adjustment factor for Exposure Height: = ASD de n Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.AW L Components ! Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-8%& psf R Zone: 2. +201/- 1.0 psf RM Zone: 3. +2OA/-84.0 psf Components t Cladding Wall End Zone Width: '_}• Components ! Cladding Wind Preswre (NET) Wall Zone. 5.+35.8/-38.8 pi Components ! Cladding Wind Pressure (NET) on Garage Doan:+32.0/-40.3psf Shear Walt Considered for Structure? )CgA Continuous Load Path Provided? Y1 , Are Components an Cladding Del Provided? Yes Minimum Sal Bearing Preaure:2SOO psi, Presumptive: X By Test: psi This Building Shall Have the Falloseing: APPROVED 61HUTTER&L. X IMPACT GLA&&t 130T14 NE rwsns ROOF LIVE LOAD: -33-- pal ROOF DEAD LOAD. 10 pot 11111_060 LIVE LDAn. 45 not PLint5w flEAn L15AD. 10 gat JOB ADDRESS: Date Drawn Revision& 12-15-11 GARAGE Drawn by: LEFT c,c.U. Checked by: D.R.B. = Roof Zonis I Wmile Zone 4 ® W = Root Zone 2 ah Zone 5 END ZONE = Carney Zones Rod Zone 3 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter t;el crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4" 4. No dissimilar metals to touch. 2h" 2�i" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o �" %2" 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 #3/a �° TVA 6. Drywall at ceilings shall be leveled and attached to bottom chord4'of trusses with screws per FBC R102.3.5. °° 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �2 h.. 12. Lowest finished floor to be set bg 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed On attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x L° P.T. Buck I block with case hard materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attact with F.B.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, Ci9, C415, C514, C630, C931 CbO, C1002, C1396 be CIO'41,C1111, C1118, C1218 C1395, or and shall installed according to the following: (FBC R102.3.5� Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Ned sizln dons for g installation of drywall Into Spacing Maximum Nails Screws wood Praming members 2" x min. thieknesr Ceding Perpendicular 24' im 12' 13ga 1 3/8' long with 19/64" head 0.098" diameter x I I/4" long Y2" annular -ringed or 5d cooler nail 0.080" dia°R 15/8" long with Walls Either I6" 8• I6" Direction 15/64" head R Gypsum board nail 0.086' dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1• 14• 13ga 1 5/8 log with 19/44" head OR 0.048' diameter x 13/8" Ion g annular -ringed or Ld coder nail 0.092" dia. 1 1/8' long with Walls Either IL" Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product ap Ire 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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-ce111ng assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a f lame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance withh ASTM E 88-4 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 21 ga. Sv crimp metal rooting 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 mum. 4 ode laps and 6° and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails :paced i oc. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet \ SimpsonHETA 20 or equal i1 12wh(0Wx i1/2hstda ( 24" oe!7FRM_atN24"o.c._EREDc.) supporting Max. 4 TYPiCAL TRUSSES lalolba. up ifL (shop drauungs by manufacturer) Aluminum Drip --�� Edge t Faseie 2" x 6" Sub -Fascia " �R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cent. in each row. Substitute Kagcan full o vent vinwl so►frt installed precast lintel filled with concrete and (1) #5 bar cent. for bottom row over openings using 1/8' dia shank x 1.5" Zang gaiv. roofing nails with Mr dia. head per product approval - we chart wheat s1 1/2" drywall over I" x furring ?1-Poll stripe at IL" c.c. with R4.1 insulation on typical 8" Block walls 5/8' thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. Mortar to be Type "M' only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas lox. showers, tuba etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell !) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for Baas spacing at openings 4" concrete slab with fibermash OR Vxb" #10/10 WWM on 6 and Visquren over itWood clean compacted termite treated fill Grade - IIIIII IIIII TYPICAL SE III IIII-IIII III_ I rooting 4' with (2) #5 bars cot. one #5 transverse bars at 48" o.c. `.TION Scale II/2" = 1'-0" Masonry Beam to / nmla Head fixed door Sliding door aka 11/2" AREA CALCULATIONS Living A/C = 1.446 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 JL I I I 21' VTR Mastery/� Bath 1 I I Low, 4• 11II • L2N' . VII1II TR W.C. JL 3' Ka. et Kitchen 2•nI Bath #2 wits a1e, 3' C.O. To Septic PLUMBING RISER I" x i" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Tree Typical Flooring Sill Install SGD thru buck into Sliding Door block with 3/14" tap -con with D e t a i l 1 1/2" penetration at 6" o.c. max. from 20." each corner and o.c. max thereafter at Jambs per product approval Jamb At M sonrg Wall NTS Window Schedule lark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5Ya'x V-3%" I 54ka'x W4' Smgle Hung ZONE 4 2. V-2Ya"x V-3 Val' 75e x 63 i4' Single Hung ZONE 4 3. `-2e x 3'-2 1/2"' 21 k2"x 38 %'j Single Hung ZONE 4 4. 4'-5%a"x 4'-2%" 1 54!a"x Wall 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 t athrooms to be tempered All rough opening, dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule lark Size Rough Opening Door Description PRESSURE ZONE A 41'-0" X 1'-O" lose x 84' Overhead Garage Door ZONE 4 B 3'-0e X V-8" 41'/4'x 83�4" Fiberglass Panel - Inswing ZONE 4 C 6'-on X L'-8' �4" x 81 %," � Sk�ng Glass Door ZONE 4 D 2'-OX 6'-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 E 2'-L' X 6'-8'1 Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8e x V-8' x 14 Solid Core Wood, Steel, or Masonite Door H 2'-9" X to Solid Core - Wood - 6-Panel 14'-0" EGRESS iv co ° MASTER �= BEDROOM uar& 8'-0" A.F.F. �� u) Flat Ceiling O C4 N O LL I N F C3 Veril Dryer throu h wall I n 2" fills 4'-0" o A/C Meter m I N J Rod 6'1$helP ✓anitg to Ee I I -aIJ4 Y,„hig 1 - CLO E I� l ik lei E ,P ;'\ 11 I Rod t 1SheIP I a,", I DW/ ♦� - ATH ~ I I ° >< KITCHEN 0 L_ 1 - A.F.F. Ory l..l Flat Ceiling 6'-O 10'-5" pper cabinet& to over RG 1 � jercLnd � O PATIO/SLAIS 12" x 12" Concrete column / block Pilled with concrete and (2) #T bar& vert. tied into lintels above Covered Porch t019'-8" A.F.F. Vault; Ceiling GR IAT ROPM I I I I I N 2" x 6" knee -wall 81-0" to 9'-8" A.F.F. below counter top I Vaulted Ceiling I DINING �ae�;F4 1 ROOM I ♦ ♦ ♦♦ I Vanity to be 34 Y,"high Higfi Wall I -J1L2--- N :1CIY 1R-II �K ad.eiafi W.H. VW_ � q 4eel BallardSae detail oAisaha¢L I"22" x 54"Provide auto Atiuc c I closer � - - - - - J 22" Q _ y 150 Amp P nel °I GARAGE E"RE' O '- V A.F.F. OUl If Flat Ceiling r.A N - r----------------- i I Block wall in �1 garage to be 1 struck block I 8'-1" BAT Rod t Shelf Jh 8'-O" A.F.F. Flat Ceiling SECOND BEDROOM" Y; 0- -EGRESS I in if COVERED O R C 12" x with can 12" concrete rate and (2) into lintels damn block filled l be vert. tie Bove - O 9'-0" 3'-5" 1 2'-8" 1 2 15'-10�5'-4" Install windows J 2'-0 X V-8' Solid Core - Wood - 6-Panel - Bi-Fold block with 3/IL"" buck into t tap -eon with I K 2'-s" X V-8' Solid Core - Wood - 6-PanProomm each corner el - Bi-Fold a at to'' o.c. max end 20." o.c. max thereafter at jambs and 20' o.c. max. Exterior Pace at head and all per product approval of wall / \ Buck to be I' x 4" PT ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 3'-4" Exterior face 4'-2" 1 -4" 9'-6° Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Io WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �_#e Wood screws thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15' o.c. max and All rough opening dimensions to be verified bg contractor Detail at Windows prior to window attachment ILL LOCK PRIOR TO BUCK Detail at Door prior to door attachment with manufacturer s specs prior to construction NTS NTS Braden t Braden AiAe PA Date Drawn :Revisions lU nne Buddin Cor : ee Architects - Planners �� p' 12-15-I1 2-21-IS Impact Glass and Rear 411 S.E. Coconut Avenue T h r a n d Carlton GARAGE E Drawn bg: patio slab extension I Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 OB E-mad: bradenaiascomcast.net S anish Lakes Checked by: Stuart. FL 34996 #AAC000032 S . Lucie County Florida D.R.B. File Copy STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2- ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF' WIND VELOCITY PER 'PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS ,= EXPOSURE ="C I 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING To BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM •4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WERE MESH. FOR OPENINGS AND SPECIAL OMITTED THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14.LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE 'WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. IL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I1- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE O I u � * I� I � � � � O * I� I FLAN PRESSURE TREATED. FASiIfENERS TO HAVE MIN. GI85 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 pef, Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0' to 9'-I1" 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 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 40, meeting ASTM A —IL and A-35 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. SCALE: 1/4" = I'-O" Termite Protection for New Con traction. Sod treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If sod rea is disturbed after initial chemical soil treatmen 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 pipet penetrating concrete slab on grade floors shall not �e of cellulose containing materials and shall receive application of termiclde in annular space between sleeve and pipe. #5 bar vert.pw/ Thicken edge to 8"x8" " 30 overia EE TYPICAL with concrete and 4 concrete slob with Pibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"xd' #10/10 WWM on Io it Visqueen over \ clean compacted termite' treated fill 4" concrete slab with fibermesh OR VxP $10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill mlig I� =IIII III IIII_ 1 14'w x 14"d concrete monolithic footing with (2) #5 bars cent. 14" I TYPICAL FOOTING DETAIL SCALP 1/2" - 1'-6" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a . foundation plan 10" (2) #5 bars Cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN ACAl G 1/1" = i'-n" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel& above Top of tooter 10 below finished floor LL 30' OLUMN FOOTINI Verity house slab height in field TAIL 30"x30"xl0 concrete column footing with (4) 45 bars each way $o 1 Included On TI is Permit t<1 g° r PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30' overlap at each filled cell EE TYPICAL ECTIONS Adjust curb height Filled Cell Masonry Column With One based on gar. floor 4' concrete slab with fiberimash OR 45 From Footing To Tie Beam slope. VxC #10/10 WWM on 10 mil Visqueen over Cone. Fill To Be 3000 PSI #5 bar in curb clean compacted termite treated fill See Floor Plan For Location Grade —_ O mE_ - — Single Filled Cell Column ''' IIII i 11—i 14"w x 14"d concrete monolithic NTS footing with (2) #5 bars cunt. 14" ' E CURB DETAIL 2' x 0 PT wood secured with \ 3/8'dia. x 0 anchor bolt at 18" o.c. overhead door track se�ured to wood jamb per manufacturer's product approval C,arage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �TC� 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. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net r------i 141-01, 10'-0" 1 10'-0" �a RATI�O� /Sy 1p ff ILI o e o : i I o o C _ 1Li� 111 L�. r II ° _ — — — — t ° T I I ©I O 77 Filled 4cVl under I I girder above I p Rear Patio/Slab � I r J to from the poured slab LU I n I O I Thicken footing to 24"w x 14"d x 24"L I I FI under filled cell I a under girder bearing. L _° _ — — — — I ICDI— — 10 — _ ° ° v I Rear Patio/Slab to I 0 be flush with bottom of u I sliding door recess. =d) I Slope I/2" I I �- I�- I 1�= I l e I I� FI H.B. I I I � 4" concrete slab with fiber ssfi OR I ° 6"xd" 1110/10 WWII on 6 mil V squeen over I clean compacted termite tr ated fill I -4F— � I f- ' o I I I e H.B o A/C ° r—--------w.H I I #1 I 4'0 Steel Ballard FI filled w/ Concrete 0 IL F5 I p?►� I I I I er Et! e �JE I L- a FI Z10 e c 1 C .4)3U I `u0� I 9� ©I -----J ° UQ Ic = °-i-i---i-i-i- ° ° IF�js v ° W I e l ° 1L 0 Ln Ll Recess for---_J e eGarage Door T.771 — — — —— o — ___ 9'-0" 3'-5" 6'-2" © G 12" x 12" concrete column block fille with concrete and (2) #1 bars Vert. ti into lintels above W(unne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida ao NO iu NU_ FOOTING SCHEDULE Mark am De an t I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS l0 12" x 1200 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30, x 10D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn : Revisions : 12-15-I1 2-21-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension LEFT C.C.U. Checked by: D.R.S. OF 5 1 He Copy In PANEL "Ai, Poles BR Load Wee Description circa arc# Description Wire Load BR Poles 2 40 i.o kw #e A/C carp 1 2 AHU #10 3.5 ke 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 i Range #i 12.0 its 50 2 i e I 120 1 1.8 ka #12 Pump 9 10 Dr er $10 6.0 its 30 2 0 12 1 20 1.5 ke #12 13 14 Dishwasher 812 20 1 1 20 1.5 kw $12 Microwave 16 IL Refrigerator #12 20 1 1 20 1.5 ko $12 Kitchen S.A.C. 11 18 Recepts #12 F.26 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts 81220 1 1 20 1.2 Ike #12 Clothes Washar 21 22 Recepts #1220 1 I 120 0.81 kw #12 Garage Door Opener 23 24 Recepts 812 -- 20 1 1 20 1.4 kw $12 26 26 Recepts $12 20 1 1 20 IA2 kw 812 21 28 Recepts 812 20 1 1 20 $12 General Lighting 29 30 Recepts #12 20 1 1 20 812 General Lighting 31 32 Recepts #12 20 1 1 20 812 General Lighting 33 34 Exterior GFCI 212 20 1 I 20 812 General Lighting 35 36 BeChrow GPI #12 -- 20 I I 20 #12 smoke Detectors 31 38 General Lighting $12 -' 20 1 1 20 $12 Bathroom GPI 39 40 General Lighting #12 -- 20 1 siI 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General Lighting .(3. watts-aq................. . ............ Small, Appliance„C;,ircult(0 ... . .. . ................. . . . . . . . . . . .Range ........ ....... .......................... Refrigerator ............................... .Microwave ................ .................. I ......... ......... Dish Washer. Cle4hed...4eher............................................... Clothss,.Drger........., Water ,Heater- Water Pump Garage.Door-Opener....................................... I135 3 S,205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 1,500 1 1,200 1,200 I 1.200 I 00 1 5,000 5.000 1 4,500 14,500 1 1,800 1,800 1 810 810 Total Watts 3'1,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21.415 040% 1 O 10,9111, Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,9K Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light $� Double Pole Switch ® Eyeball Recessed P Push Button Switch �0' Exhaust Fan =09 Duplex Outlet -¢ Ceiling Mounted Light =0 Special Receptacle O- Wall Mounted Light aterpr grounda circwt in PC Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector 4& Flood Light Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceiling fan ® Television Jack © Telephone Jack A 015C A/C Disconnect ® I x 4 Florescent Light 1 12 x 4 Florescent Light ® Speaker Hook -Up ❑t Intercom 1l'3 CFM IO)dOx6 MASTS BEDROOM 163 CFM IOx1Ox6 AiC Meter h 150 Amp Panel �1 w.H. Attie x 64" � e Agar "li'_'`_J GARAGE r- - - - - - - - - - - -----i I I I I I I I 1 0 O = JUNCTION BOX TO SUPPORT A FAN M F.0 A 1� f C A L L � Y O u T O THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper wire onlyg, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire ail required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide 611 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. IS. All work shall be done in accordance with the N.E.C. and to. 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 S. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 19. The electrical system shall be completely and effectivfi�t 10. A/C Refri erant Imes that are run thru slabs must be VC grounded as required b sleeved in the latest edition of the N.E`C. Ay 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 ayatem shall be fully operative. 13. Contractor shall pay for all fees, permits. testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings t 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16, Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 PATIO/SLAB I GR 1AT ROM 1 I I ,an enti FM Ion ce K 12" I4" lIt I lscI T 20x20 Registers a Mn 10 CFM loxloxi DiNING ROOM 1 i - ill's P I 233 FM Q``III I 12xL ; - -.7 I SECOND BEDROOM 1 1 B/A� COVERED PORCH H.S. Vent thru - 60-Flit ---- A/C disc. 5 AMP #2/0 Aluminum feed ri I %m Conduit PANEL M TE AHU 2' PVC l FPL 2" rigid service PPL LOar7�5 eorR!pl'Marnin 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, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP F Install disc under disc. N not shown or Q clarity A/C Meter I6" MASTER BEDROOM PATIO/SLAB ,'Covered Por4-, WP GFCI t \ \ I \ 1 I Smoke / Carbon GR AT Monoxide Detector R OM rCombo O I S I I I I I i!� I © II I II I II I II I I GFCI DINING -�� I I FC I I ROOM GFCI GFCI a � 1 / K:m 14 � 1 \ o• I I /// /I KITCHEN I 1 1 L -make L.Carbon - - onoxide Detector Combo \ /24u� 1 3'-2" 3'-2" DsHIYIE6 F GFCI 50 CFM F N GF GFCI I / n 42° GFCI � 1 � w.H. I - IF r 21s x 64' I�" I 1 I ANt W J I 150 Amy Optional Panel \ Fpanel location Pull chain \ light in attic 42" GFCI GARAGE Garage Door Opener r----------------- I I I I I I I CLOSE ELECTRICAL PLAN F Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, f t, required Provide A Continuous Vented Soffit Wei, nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida OCenteNor Nod" -y ,`�SECO90 BEDROOM sYll / \ I WP SCALE: 1/4" = 1'-0" Post Light with Photo call 0 I n Date Drawn Revisions 12-15-11 2-21-18 Impact Glass and Rear GARAGE Drawn by: patio slab extension arlton LEFT c.c,u. Checked by: D.R.B. Exhaust Duct _-Thru Soffit ITre For ront Post Light Sheet Comm #