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HomeMy WebLinkAboutREVISION12 4 1 SLOPE COVERED PORCH 5/8" thick x 8% cut Finish Columns with coral finished stucco bands 5/8 thick cut coral finished stucco bands LEFT ELEVATION EGRES :. RIGHT ELEVATION GuIP Coast Supply and MFG 5v Crimp Metaf, roofing FL #IIG51.12 2L ga. 5v crimp metal roofing attached to plywood Beck using #9 x 1.5" wood screws with self sealing washer at 12"max spacing over ASTM D (type 2) 30 Ib Pelt underlayment installed with min. 4 side lapa and L" end lapa fastened with corrosion resistant tin cap• and with 1.25" rmg ahank node apacad L" o.c. at all laps and two ataggered rows 12" o.c. in field. Attach deck to trusaea using attachment detail on this sheet \ Gulf Coast Supply and MFG 5v Crimp Metal robfing FL #I1451.12 26 ga. 5v crimp metal roofing attached to plgwobd deck using #q x 1.6" wood screws with self sealing washer at 12" o.c. flax spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and G" and laps fastened with corrosion resistant tin caps arhd with 1.25" ring shank nails spaced 6" o.c. at all laps and two eta gored routs 12" o.c. in field. Attach lack to trusses using attachment detail of on this sheet 5/8" thick light textured stucco on topical concrete block construction AM 12 SLOPE 14 EGRES D PER 3 -----___-- -----__--- - O'-O"=Finished Floor - - - - - - - - - - - - - 5/8" thick light textured stucco on toPical concrete block construction Product Approval Submittal Affidavit 8ohsdalsowimDooue. Oesrhosd Dooaa.sildw Doane, 1111ndowa & Type NU Prodttat Model 1[anutaotmsr Mean Attachment method jk*vAionTOT Tonto 1,2.3 !4 FL# 239.3 Sm le Hun g g SH-l00 Im act PGT 5/IL" iacada. tapcons s/ win. I /e penetrati p per produa approval. Contractor a o 4 ra to nxn. e e distance spec lud rn Product approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door M°� el 824/ Il max. hmg%t DAB `�� ��"y",,�� s"' " r%� " s: e.1` .n'" "l� °2e:�.esra' Gc TOM inn. u��y esseta.m� 10-9-I`21 + 50.0/-GO.O psf B FL# 1604.1 Fiberglass so=gh P o Jeld-Wen ESleo I/4' din. to with min 1.26' embedment at Vex from corner► and1 oc. nix thhereafter m hoed and Jambs + 50.0 PSF (�" FL# 251.5 Sliding Gass Door Sips PG7 I" nom T e "GSA p av I voice wirav . / pe tr to iSpec .i 2 I%2' i4ancu aRLreetor a�iall a ero to de apecdied m Product approval ± LO.O PSF product Model IF Manuteotuirer Attachment MethodNUMIM �� Approved lbeb MUilions FL# 2L1.1 1" x 2 3/4" x .316" PGT Install or fastener type and spacings shown rn Table IA and IB m product approval an sheet 5 of s + 58.0 PSF - ROOD FL# IIG51.12 5V Crim p Metal Roofing Gulf and Coast Supply manufacturing 2t go. 6v cri metal rooting attached it plywood deck using 44 is If' wood as with self waling masher at I1 o e. max apacigg er ASTM D !=1Tr 30 lb felt underlayeent installed c alaptsh emn 4 si ,�s and V and We fastened with corrosion resistant tin lad and ph 1. ring Shenk nad� .d L' o.c. at all It is and two :War rows 13' oa. in Reid. Attar deck to trussea iwing atLacMmt detai on rod plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Modal T4.} 12" vented Yi I SoPPIt Kaycan Install using 2" x 2" battens at V c.c. screwed to soffit framing using tt8 3" wood acre'* at each tress Instal soffit to battens using 012' din [me -ring shank narl, with 'A/A' else hand +55.0/-35.0 PSF Hurricane Panels FI# 1501G.2 24 Gauge Storm Panels Global Protection Products LLC Install using I/2' din. solid set lead anchors with 1/4" din.-20 x 1.5' long SS screw head combo. with Neoprene 'Sher at 12 1/2' o.c. 'a% the bottom and 13' o.c. at the tap - ± 45.0 P3F I have reviewed the above and approved it by my seal below. ( Architect or Engineer of *cord ) i gulf Coast Supply and MFG 5v Crimp Metal rooPmg FL #IIL51.12 1L ga. 5v crimp metal roofing attached to plywood sack using #9 x 1.5" trood acpews with self sealing washer at 12" o.c. max seating over ASTM D (type 2) 30 Ib Pelt underlayment installed with min. 4 side lapa and 1. and laps fastened with corrosion resistant tin cape and witfi 1.25" ring shank nailip s aced L" o.c. at all laoPa and two at gored rows 12' o.c, in field. Attach ��L •� •....�. ....ww �i"a..L..ww" dw6a1 .... "1... 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - I' -Off giulf Coast Supply and MPG 5v Crimp Metal roofrn$ FL #IIL61.12 L 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 Palt underlagment installed with min. 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 Back to trusses using attachment detail on this sheet �, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYl°IELD INSPHCTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLai CODES. CONCEALED FASTENERS OR AiTACkIMi NTw 'ARECONTRACTOR OF Tf Of ME F R000P 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with lOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE, I'm. Fl �i ■ ■ �i �i a i� � 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" top plate I ' 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR L"xL" #10/10 WWM on L mil Viaqueen over clean compacted termite treated Pill Interior Non-Bearinq Partition Braden i Braden ALA. PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Wynne Building Corp. S anish Lakes S . Lucie County Florida 0'-0' = Finished FI NED Y St Lucie County FRONT ELEVATION ST.LUCIE �oU�NTY mlla a awls N REVIEWEb FOR LACE, SCALE: 1/4' - 1'-0* RENTER D BY Zr�+A�''✓ DATE -- PLANS . RMIT S 3 AE JaFT ON 4QN 4 NO.'NSPECTION WILL 8E MADE, 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: Sth Edition and ASCE 9-10 for Wind Loading Building Design is: Enclowd Risk Category 11 Wind Velocity: 165 mph ultimate Mean Rod Hall jt-p' Roof Pitch: +12 Internal Pressure Cooefficient: ±o_ 11 Sub,lectabihtg to damage from: Weathering: Ne h able Termites Vera Heava Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exlposure Gasification: C 1.21 x 0.L = O.i2L Adjulatm fit factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWLa O.LDL+O.&WL Componants II Cladding Wind Pressure (NET) Rod Zane. I. +20.L/- 2.4 par Rod Zone: 2. +20.L/- i.0 pat Rod Zone: 3. +20.L/-84.0 psf Components It Cladding Wall End Zone Width: 31-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +335.8/-33$$ '1 per Wall Zone. S. +3S.8/-4'1.8 pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? YEs Continuous Load Path Provided? Are Components an Cladding Deta1 s Provided? Yes' Minimum Sal Bearing Prosaure:2300 ps. Presumptive: X By Test: 9 This Building Shall Have the Following: g APPROVED SHUTTERS. X IMPACT GLAaas MOTH, NEITHER: /" A'i '0'* s',:,. ROOF LIVE LOAD: 3_ pat ROOF DEAD LOAD: 10 pal ' f� FLOOR LIVE LOAD:-' of FLOOR DEAD LOAD: 10 got JOB ADDRESS: \0\ '�Ofv Model: Date Drawn Revisions REAR �-�-18 PORCH Drawn by: C.G.U. LEFT Checked by: D.R.Is. E3 ;Rod Zone I Walls Zone 4 rim - Roof Zane 2 Walls Zone 5 M{END ZONE Corner Zones 40A Zone 3 Sheet" VComm Fa 1�opl,�b 8 B mpact OF 5 FLOOR FLAN 4" for support import anptex 3/8'd TYPICAL NOTES: SCALE I/4" = I'-O" CRASH POST DET ^ 11 we dotal on this sheet \ I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter proceeding with Work. steel crash post. Floor P g Flange with 4 - 1I3/8" 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 I1 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. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3 000 PSI concrete and/ r 4 000 PSI rout mix "' 0 N.T.S. Steel countertop support an Ie Install L' from each end and g- one in center of counter. we angle detail 1/2' drywall Counter top - verify type with contractor 12" x 12" Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Base cabinet �+ 2' x 8' wood studs at IL" 01 2' x 8' PT wood plate 9 "3/8" 2" KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord Of trusses With screws er FBC R�102 3 5 2'!i" Attach buck to block Bell with 1. ALL wood in contact with concrete shall be pressure treated. o 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 handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department 6" /2„ surveyor t0 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 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 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 18. Gabpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CdrJJ C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Masonry Drywall Framing Max I' x V P.T. Buck nailed block with case hardened to / nails Thickness Location Orientation Member s fa is col000ls Ned sizing options for Spacing of instelletion oP drywall into 1/4" dia. Elco conc screws with min. 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 w8 Wood across tin Jamb into hock at each hinge and Is' sic. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/1V tap -con with 1 1/2' penetration at 6 o.c. max. from each corner and 20.' al max thereafter at Iambs and 20' oc. may Exterior face at head and will per product approval of well -\ / Buck to be 1' x 4' PT 1"x4" P.T. Buck nailed to Detail at U ndows -block with case hardened nails nor to window attachment Beam NTS Install SGD thru buck into block with 3/I4" tap -eon with 1 1/2" penetration at 6" o.c. max. Prom each corner and 20." ol max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at L" ol max. from each corner and 20" o.c. max there attar at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru A108.iJ Masonry Wall -�_.;y :;'^ `:`::`;` I F A108.1, A118.1, A118.3, A136.1 and A131.1LA W `'` " ` 20. Cement, fiber -cement or lass mat gyy sum backers in accordance with ASTM .. '" C1288, C1325, OR C1118 and installedpl.A.W. manufacturers recommendations shall Elottom Trac j•,... Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. I� Il Install SGD thru buck into 21. Insulation includin facings such as retarders or vapor permeable members installed g 9 P P and attics S l l d l n g D OOr block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. D e t a l l within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces from each corner and 20." IJ max shall have a flame spread index not to exceed 25 with an accompanying smoke LhereaPter at Jambs per product NTS approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 8-4. At Masonry Wall Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' ol max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6' and Zaps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hur lca a anchor at each truss 12 wrc�i (13) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24' ac.) aupportnng Max. 4 at 24"o.c. TYPICAL 181016a upllFt (shop drawings by manufacturer) Aluminum Drip --^R-30 blown fiberglass --y Edge t Fascia in bottom chord or trusses 1/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full o vent winElI aorfit installed precast lintel filled with concrete and 11) #5 u itnp 1/8' din .hank x I.5' Iang gaiv. bar cont. for bottom row over openings roaring nails with 3/8' dia Mad per product approval - we chart at 81 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 ?1-Poll insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC RlQ.3.1 stucco is typical concrete T and shall meet all pertain g ASTM coder block construction ao Mortar to be Type "M" onIg proportioned per FBC RIJ and Mortar joints shall comply with FBC Z601.2.1. Provide Dur-O-Rock at all wet areas Nx showers, tubs etc...) #5 bar vert. all 30" overlap Fill cell with concrete and at each filled cell (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 60xb" #10/10 WWM on 6 ail Visqueen over clean compacted termite treated fill Grade = .. I IIIIIIIII IIII- l in withx 14 Concrete fo and #5 witfi (2) #5 bare coot.. transverse bars at 48r C.C. TYPICAL SECTION Scale Window Schedule Mark Size Rou El O en. Window Descrl Lion PRESSURE ZONE I. 4'-5is'x 4'-6i.' S4%.'x1541.' Snngke Hung ZONE 4 2. V-2%a"x 6'-$ %;' 15' x i3 %4" single Hung ZONE 4 3. 2' x 3'-2�2' 21i2"x 38%" Singh Hung ZONE 4 4. 3-2' `-r x 5'-3%r" 38' x 63'14" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint rid mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I LL windows In bathrooms to be tempered I rough opening dimensions to will h manufacturer a specs prior t a verified by contractor o construction 1 Poor Schedule M rk Size Rou h 00ening Door Description PRESSURE ZONE Y-O' X I' - Or 108' 84' Overhead Garage Door ZONE 4 3'-O' X i'-e' 41ri4" x 83i/4" Fiber kaw Parcel - imaging ZONE 4 It 6'-O' x i'-e' '14" x 81 %2" `°""° Skding Glow Door ZONE 4 2'-O' X i`-8' Solid Core - Wood - 6-Panel-ar-roid ImnaMd 24' x 81 s." 2'-4' X 6'-8' Solid (Core - Wood - i-Panel 5'-O' X V-8' Solid Core - Wood - i-Panel - BI-Pold '-a' x V-8' x 134" Solid ',Core Wood, Stee4 or Masorete Door 7-e' X V-8' Solid (Core - Wood - i-Parwi 2'-i' X 6'-8' Solid Kole - Wood - i-Panel - l5i-Told ALL b)x W win Exterior doors to' on sheet #I RAGE DOOR SPECIFIED THSTAND THE PRESSURF I rough opening dimensions to h manufacturer s specs prior withstand pressures stated in permit info IN PRODUCT APPROVAL FORM AND SHALL S STATED IN PERMIT INFO BOX ON SHEET #1 a verified by contractor 10 construction 3. Verify attachment hole location with GC prior to fabrication 3/e" steel 12' O r- 6" co i a- i in O F u0u CL-0n J if: if �_ fie°. 8'-10%2" .12". 8'_10y'2 `Filled cell under girder above i O PORCH WIRE LATHE STUCCO CEILING 19'-9" I I I 8'-0" to 9'- " A.F.F. Vaulte Ceding GREA� ROOM CID 1 N I I 8'-0" o 9'-8" A.F.F. 1 Vauted Ceiling T in EGRESS 13'-II" MASTER BEDROOM T-O" A.F.F. Flat Ceding Mal Rod t Shelf 4„ r vl r WI JJ 1ZIUOSET- d L Rod E Shelf -11 0 3l" ASHER DRYER 2" LAUNDRY 1 ROOMINING I I I 3Vanitill, to 4f Y�2 "high b 3/8" thick steel I counter tops to �T counter top supports overhang wall 1.5" counter tops to overhang waill 1.5" 6 - 03 Ow i +41" high wall � o "o KITCHEN -O" to 9'-k" A.F.F. Vaulted eiling - Upper cabinets to extend over Ref. NON V J REEK. O so CLEAR OPENING - rill -n Bata inaAmm O Provide auto Steel Ballard closer me detail on trill sheet I w sv ('-----1 I Attie Anew I 0 /3 I / 1 a -----j - 8'-0" A_F.F. D Flat Ceiling 8 C.SARAGE o< B O O lock wall in g ris to be " MT N h a oc 3, -D" EMERGENCY r - - - -------------� EGRESS I 0 0 0 0 0 0 A COUNTER TOP BRACKET DETAIL ! Braden AIA, Pro t1.14nne Budding Corp. rchitects - Planners 411 S.E. Coconut Avenue THE W I I� D S C el (112) 281-8258 THE ax : (112) 281-8283 S anish Lakes mail: bradenaiascomcast.net S LueIE� Countlorlda �1 'A1QL dafteer-nnnna� Vanity to be 34 Y2"high SECOND BEDROOM _o IJ A.F.F. _ Flat Ceding - 12'-8" THiRD iq BEDROOM J ih a'-O" A.F.F. Flat Ceding J 4� 4, 'J 12'-8" R-a Baea Irm" an - Provide auto 150 Amp closer Panel �-----------------� I 1 I u 'GOLF CART b GARAGE 13' -O" 9'-O" w W w w F Square Footage Breakdown Total A/C Space = 1,153 Covered Porch Total = 212,1 Garage = 4. J Total Cubic �t = 14,02`� under Roof Total a= 2,4� Date Drawn : Revisions REAR 3-1-i8 PORCH Drawn bg: c.c.U. LEFT Checked bg: D.R.B. a- i in Sheaitl 2. OF 5 >�B ct 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. ADS ARE DESIGN LOADS AREAS FOLLOWS. F ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSi ROOF ( = 4-7S BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 2'4 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -Ili, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES. CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS ANDS ECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 18 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM of 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" le. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• 14. LAP ALL REINFORCINGSTEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. e 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHER hI PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE FOUNDATION FLAN LAN PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6 -O" to 9'-11" 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) 4. 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 40, meeting ASTM A-l(. 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. #5 bar vert. w/ 30" overlap - at each idled cell 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14'w x 14"d concrete monolithic = footing with (2) #5 bars cost. 14" f I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 40 x6 410/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. 10" (2) #5 bars cant. bottom steel 12" L/ DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-O" 12' x 12" concrete column block filled with concrete and (2) #9 bars vert. tied into lintels above Verifg house slab height in field Top of factor IL" below finished Pilo r 77 �e ..... _4 30" LUMN FOOTING DETAIL SCALE: 1/4" = 1'-0" FOOTING SCHEDULE not Sim Description I 14'W x 14-D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"111 X 148D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 88W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 19 120W X IS"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous VxL" 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated rill #5 bar vert. w/ 30" overlap at each filled cell Adjust curb haligfit based on gar. floor slope. 95 bar in curb \ sais maw'. 14" SCALE 1/2" = II-O" 4' concrete slab with 0YA, #10/10 WWM on 10 clean compacted termit '-p" a F.F. OR eon over fill 14"w x 14'd concrete monolithic Footing with (2) #5 ars cost. GARAGE CURB DETAIL 4" concrete slab with fibermesh OR 6 xd 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar co �) DETAIL AT 9GARAGE STEPDQ " WN SCALE 1/2" = 1 -O" 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. 2" x L" PT wood secured with \ 3/8"dia. x L" 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 NITS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location U5 From Footing To Tie Beam Double Filled Cell Column NITS s 0001//[ 0 Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinale Filled Cell Column III 7 rel YseVII /-%I F--% Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net NITS n 12' x 12" concrete column block filled O with concrete and (2) #1 bars vert. tied- intoI I -1lintels above Iz° e,-loY,° I e'-loY,° ee 10,-0" ft V -3" — — — — — FI — — — — M I I I FI I 4„ I L FI I� I �L ry Thicken footingg to I 24"w x 14"d x 24"L I under Pilled cell a under grader bearing. I FI Rear (Patio/Slab to �" FI be Plust with bottom of alidin door recess. P Slope I" i I i II I I -i -67 o —i T J ® ®� — J Filled cell under girder above o r I p Rear Porch Slab to I 4 W - be poured separeteig Ofrom House Slab. I � I a -; FI °I I I I I I I I ¢oncrete slab with fibermes OR I =sin 4"x6" 10/10 WWM on 9 mil Vlsq an over 3 U I cleat compacted termite treat fill a m� I I I ° I I WASHER DRYo I I el -i I II I -i I o IFI I II I i c rN I I °I I . I I o I i w in I OW I I i I °I I I 4" concrete slab with fibermesh OR FI I I I VA" /10 WWM on 6 mil Visqueen over cleal compacted termite treated fill \ I rncROW"ll NON -VENT REF. H.B. i ° as' CLEAR I aS�qvl, Ballard ■still on this sheet i r 44" T�"—'I I I L Ate AccessII I ° I >--- I I (L I _ le °° I E °I I I° I °I -i I I I I -i e el I I I r_"r- 2'-8" W4nne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida �2 I I° I I° I le rl I Meter and panel t — — — , — — — — © — J either aide or veres e e ° service ae� ° iWi 00*4 150 Amp = C'J L Panel 4" Gtip I I tlf 'i 3e I I I °L---- - - - - -J e --5" Recess for iqGarage Door r T-O" 2'-8" Date Drawn Revisions : S ai REAR Drawn by: PORCH 588 LEFT k " F t Checked by: D.R.B. OF 5 PANEL "A„ Pales BR Load Wire Description circa circa Description Wire Land SR Poles 2 40 1.0 kw a8 A/C camp 1 2 AMU s10 3.5 kw 30 2 3 4 2 30 4.S km alp 40 gal. meter MTR 5 L R ai 12.0 ke 5o 2 '1 e I 20 1 1.8 km $12 Pump 9 10 Orman, $10 5.0 ke 30 2 II 12 I 20 1.6 km 812 13 14 Dishwasher U12 L2 kw 20 I I 20 1.5 Its 812 Microwave IS 16 Refrigerator all 1.2 ke 20 I 1 20 1.5 ka all Kitchen S.A.C. 11 Is Recepts a12 - 20 1 I 20 LS km $12 Kitchen S.A.C. 19 20 Recepts $12 - 20 I I 120 1 1.2 kw 212 Clothes Washer 21 22 Recepts 212 - 20 I 1 20 0.81 km sa Garage Dow Opener 23 24 Recepts a12 - 20 I 1 20 1.4 kw $12 25 1 24 Recepts 812 20 I 1 20 1.42 kw a12 21 28 Recepts $12 - 20 I 1 16 814 General Lighting 29 30 Recapts $12 - 20 1 - 1 IS s14 General Llghteg 31 32 Recepts a12 - 20 1 - I I 16 814 General Lighting 33 34 Extma GPCI $12 - 20 1 I - I I6 s14 General Lighting 36 96 Bathrom GFI a12 20 1 1 20 s12 Smoke Detectors 31 38 General Lighting a14 15 I - 1 20 312 Bathrom GPI 39 40 General Lighting s14 IS 1 - spare 1 f1 42 spare PANEL 'A` LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting l3. walla wig Pt.) Small. Appliance..Circult(a) ,,,, ,,,,, , ,,, ,, , , , , , , , , , , , , , , , , .Range,,,,,,,,,,,,,,, ................... ................... .Refrigerator.................................................. Microwave. ................................................... .Dish .Washer ................................................... ,Clothep..W.44hEr............................................... Clothgs„Drger.... ......................... I ... 4.4.... I....... .Water, Heater ................................................. Water. Pump ................................................... Parma. door,Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5205 2 1,500 3 000 1 12000 12000 I 1200 1200 1 1,500 1500 1 1200 1,200 1 1200 4200 1 5,000 5.000 1 4 00 4,500 1 1800 1800 1 810 810 Total Watts 31.416 First 10000 Watts 0100% 1 10.000 10,000 Remainder 21,415 840% 1 O 10.1,111111 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30.911L Voltage 240 Calculated wattage Divided bg Voltage = Total Amps 129.03 Panel size Required = I50 Amps Electrical SL,Mbol Legend Single PaloSatohRecessed Can Light Double Pole Switch E ll Recessed Push Button Satoh ST Exhaust Fan LPE D lex Outlet ¢ Cah Masted L ht special Receptacle 0- Wall Mounted LightWaterproof. grand fast aterrup Light with Pull Chan (attic) Floor Duplex Outlet Connection Jack ®Carbon Manstat made Deteetx 4 fFlood Light T Thermo m Electrical Panel Central Vise 8Electri al Meter Smoke Detector Ceiling fan Television Jack Telephone JeekAcoISC A/C Disconnect ® I x 4 laloreseent Light ® 2 x 4 Florescent LI t ® Speaker Hook -Up ><❑ Intisreas PORCH 141 CFM 1011111011111 GREAT I �41 CFM I IOIdOx1 1 DiNING I ROOM I I DWI ! a I I 3 TON 1 SEE MANUAL I n�� 'J' and Energy Calculation L - - - for Ufet info A I C w. A. 4'4 31 See di = JUNCTION BOX TO SUPPORT A FAN A/C dian. O so THERMOSTAT LOCATION B/A = Balanced Air r;W_5 Electric Notes: s /p AIswam I %N Condwt feed A� AKEL 1. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. TE 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 2' PVC If }iPL 5. ALL bath and kitchen receptacles to be GFI rotected. L. ALL exterior outlets to be WP/GPI protectedp 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. s• r, MrVia. PPL �`"' sale 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Ref ri r nt lines that are run thru slabs must be sleeved in�/ELECTRICAL RISER 11. ALL A/C Egwpment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall we AL-CU Landing lugs NTS contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pag for all Tees, permits, testing, and inspections including blower testing where required. to manufacturers rocommendatuxim which shall be verified pnor to conatructxxi 14. All work shall be coordinated with other trades avoid with the of construction. 19• The electrical syatem shall be completelg and effective[ interference progress 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E. . against the public liabilitg and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to gear from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that mag have been damaged. or as selected bli others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All racewags and pipes placed in or through ang concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessarg for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All dxposed Wire below T-I' shall be installed in metal EMT shall compig with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be Installed per FBC RM1502 and telephone company. 141 CFM IOIdOx1 •I ® 1 124 CFM 1 IOAOxd KITCHEN LENT - 3a' ELM o"WING Ballard on this sheet 21` x re54' I Attic Acos �1 �-►dn -� GARAGE r------ ----------- i I i I I I I I I I I I I I I I I I I 124 CFM IOWOXL /MASTER BEDROOM 12W22WO 124 CFM r-" - 103111011101. ►-i rLw bB /AO 12' IL' 20x2O F(- i 48 48x4FM LOSE CSHER' II DRYER LAUN r, 50 CFM 14 CFM i Wx4 10 cFM 12XLx1 SECOND BEDROOM THIRD BEDROOM 100 CFM IOxLxL 150 Amp Panel I- ------------- - GOLF CART GARAGE I i I I I I I M CA N I C A L LAYOUT = THERMOSTAT LOCATION SCALE: 1/4" = 1'-0- Braden E Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL 34994 #AAC000032 Ventdflt Install oulet under disc. not shown for clarity WP GFCI U a Wire For 14 a Front Post Light ,'� PORCH ~`� WP GPCI 1 Ile MASTER BEDROOM u W I -' % I / r a I I � � I I I I 1 1 GREAt ROOMEq I 1 LOSET I L-- o 1 WASHER DRYER I \ \ LAUNDRY DINING 1 \\\ oe \I ROOM I / 101 �100, I III I 1 ti ITC�HE� _ I I II T, owiAYE _ 9 iNON-VENT REP• O SW CLEAR L III - - oPE ..}} Steel Ballard See detailon this sheet r----- I A 2to xA $ _� iI am OPTIONAL PANEL LOCATION / SECOND I `BEDROOM I r - A_ - - /"ft-� THIRD / S---BEDROOM f WV1 t'la IPie \ GARAGE / \ / _L GFCdb GFCI � \ \ r a'imii r I ISO Amp IILY' GFCI .10 GFCI Panel GM I Garage I Garage � I Door I I Door I Opener I \ I Opener I GOLF CART GARAGE II to agree/ +Ights GPCI I I GFCI / Wynne Building Corp. THE WINDSO Spanish Lakes St. Lucie Countg Florida WP GFCI ---�_- ELECTRICAL FLAN a Post Light aith Photo Get SCALE: 1/4" = 1'-0" Center Post Light between driveways I Attic Ventino Calculations MODEL: REAR PORCH LEFT Total Attic Space = 2101 sq. ft.' Venting Ratio 1/150 = 18.00 sqq. ft. Provide A Continuous Vented S0111t Date Drawn Revisions i2-L-I1 Drawn by: C.C.U. Checked bg: D.R.B. OF 5