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HomeMy WebLinkAboutBuilding Planst � I Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 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 L25" 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 3/8" thick light textured stucco on typical concrete 12 block construction SLOPE 4 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands RIGHT ELEVATION 5/8" thick cut coral finished stucco bands " L= 1 I �" LL Y talk I I u I N SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails .nn,.,4 L" n , Sir .11 iwn. .n.i +..,-.+.nno .i "... M" - - - r._u A .. _-L SCALE: 1/4" = 1'-0" block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. lfindows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT iration Da a Design Pressure of Approved Tests 1.2.3 414 FLU 1149c1 2 Sin le Hun g g Series 185 MI Windows and doors x gpeone WW mirt p9n LatLon at max om sec corner end 6 o.c. LMrearter through T Buck into ao id filled CMU wall maintainin min 2.5" a dstance in strict adherence to the product a roval.g e� ± 60 psf Ili-0330.02 Overhead Garage Door Model 824/811 W-O sax width G'-O" max height DAB MCI x to cancrev blocka • n art D as b4 vert. "all r, x s• Hdti Hue $wave anchors at e• o.c. h 1.25 da. me s Nth min 4• wipe issuance. Inind track to back n) 5/w• x 1 5/90 full thread wp wren m each bracket maintain p man r 1.5' edge detma:e - Gc to nnO adhere to predact approval .wide 1/IL• t weMier on raker shafts 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Dean Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" oi max thereafter in head and jambs + 50.0 PSF C FL# 15332.2 SlidingGlass Door Series 420 MI Windows and doors p. x �ycane W ni . genet anon at max. roan each corner and - o.c. el zmais row tFarea{ter throng PT Buck into solid filled CMU wall mamteinme min 2.5" edge distance in strict adherence to the product approval. + 18.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Ezpuation Date Design n Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supplg and manufacturing 2G ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" woad screws with Self sealing washer at 12" o.c. max sang over ASTM D Itype 2) 30 16 felt underlagment installed with man. -4 Side laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" ox. at all laps and two staggered rows 12" o.c. in field. Attach deck to truases using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Model T4 12" vented [retail using 2" x 2" battens at 4" o.c. Screwed to soffit framing using Soffit FL# 12198.3 Kagcan 48 x 3" wood screws at each truss. Install soffit to battens using +SSA/-35.0 PSF Vinyl Soffit 0.12" dia. x 1.3" lono rino shank nails with S/8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels Fla 15016.2 Storm Panels Froduc,s LLC long SS screw head combo. with Neoprene washer at 12 I/2" o.c. + along the bottom and IS' o.c. at the top - `i5.0 PSF I have reviewed the above and appi'oved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate base -board Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x LS" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 O.H. Finished Floor 12 SLOPE COVERED I I L PORCH - 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached tc, plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" O.C. max apacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin i.aps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet TERMITE TREATMENT REQUIRED z. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE ' 12 WITH FBC ENERGY CODE MUST SLOPE 14 REMAIN ONALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 701 5/8" thick x 8% cut coral finished stucco bands�;p/�< i.. t aim 7.�f" � r+�.i, i•'i s)�in��6F N'P ltiS'rr .�«fryl-T144jory\",, isxJTti4*,revnl� SCALE: 1/4" = 1'-0" 1 d 1NSO ta"-�0R ;6' T i .tipY° 11%.VMTi ;gn• !°::J --) "�=n;• -��:?; �,". it - _ - - 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. • i ICI I� it'' ICI ICI �f ill J�6 II�II ICI ICI ICI ICI I � I. �� ITV �� ICI ICI i ICI, ICI; ,ICI ICI! il�li A i il�li _ II-�q ICI III ICI ICI I[DII �I�li JAI, IICO71, 'd�l� il�ll Ick x 8"w cut coral t inished stucco bands FRONT ELEVATION 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on X 4" studs at 16" O.C. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non-Bearina Partition Braden It Braden AIA, PA Architects - Planners 4171 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 3,4994 #AAC000O32- nts Wgnne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = I'-O" 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 Categorg. II Wind Velocity: 165 mph ultimate '- " Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient: ±O.IS r!rp Subjectabilitg to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C ITCi Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-2i2.L psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: '- " Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3psf Shear Walla Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yea 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. pef FLOOR DEAD LOAD: IO of JOB ADDRESS: Model: Dote Drawn Revisions REAR 5-9-I-1 Drawn by: PORCH c.c.u. RIGHT C checked by: D.R.B. �-\a Sheet Comm # �N I . IS-lsig OF 5 File � ;, p J+ FLOOR FLAN Recess top plate ii x 3/8"d for steel support angle CR A C 15 see detail on this sheet TYPICAL NOTES: SCALE 1/4" = I'-O" OST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter proceeding With work. p g steel crash post. Floor Steel countertop support angle 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" Install L" from each end and expansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 1<51 steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. le 6" 1/2" drywall 4. No dissimilar metals to touch. 5, ALL Concrete used for Slabs shall be min. 2,500 PSI concrete. rz"" 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 0- Counter top = verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate 6. Drywall at ceilings shall be leveled and attached to bottom chord z'r;' KITCHEN ISLAND FRAMING DETAIL of trusses with Screws per FBC R102.3.5. 2�2" " Attach buck to block wall with 1. ALL wood In contact with concrete shall be pressure treated. ° ° I/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. ��" and 4" max from each corner I 2" x L" PT Buck 9. ALL plumbing fixtures to be low flow. ofwallExterior face of wall 10. Contractor to Provide Drain at water heater in accordance arias U11. with the current edition of the Florida Plumbing Code. Contractor to Provide a 2'-8" wide door at one bathroom for #a wood ecrewe thru iamb into buck handicap accessibility requirements. 2'/i" 2%' at each hinge and 15" o.c. max and Deta i at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department 6" /' l surveyor to Set In field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door SILL BLOCK PRiOR TO BUCK INSTALLATION III Water Heater Install windows thru buck into 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 block with 3/16" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20." o.c. max 16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 4 O per FBC R302.9.2 thereafter and sill per and Exterior face 2ctt approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation ` Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31b - see permit info box of code edition 7 18. Gypsum board material Shall conform to ASTM C36, C19, C415, C514, CL30, C931 I"x4" P.T. Buck nailed to C40, C1002, C1041,C11�1-1, C1118, C12-18, C1395, or C1396 and shall be installed lock with case hardened nails D e t a l l a t Uj Ind OW S prior to window attachment accordingto the following: (FBC R702.3-5) I" x L" P.T. Buck nailed to g Masonry Beam NTS Drywall Location Orientation / block o case hardened nods prior to door attachment Framin Thickness g Member Max. sparing of fasteners Ned sizing options for of drywall Into Maximum Installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1„ 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 11/4" long �2 „ annular -ringed or 5d cooler nail OR 0,080" dia. x 1 9/8" long with Walls Either I6" 8" 16" Direction 15/44" head OR Gyypsum board nail 0.086" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail eEither OR Walla IL" 8" I6„ 0.092" dia. xx 1 1/8" Ion with g Direction 1/4" head OR Gypsum board nail 0.0915" dia. x i/8" with 19/64" head. Install SGD thru buck into i block with 3/16" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c max thereafter at head per product approval O O Use 3/14" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 4" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, n Masonry wall ------ A118.1, A118.3, AGI and A131.I 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM 777777 C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Trac 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 block with 3/16" tap -con with S l i d i n g Door D eta 11 I Penetration at 6' ." max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics fromom each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyln smoke thereafter at Jambs per product approvalJamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #114SL12 26 ga. Sv 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 (o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 PRE-ENGINEERED TRUSSES with (10) IOd x 11/2" nails ( 24" o.c.) supporting Max 4 at 24"o.c. TYPICAL isiolbs. uplift (shop drawings by manufacturer) Aluminum Drip _w R-30 blown fiberglass Edge d Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" die shank x 15" long gals. bar cont. For bottom row over openings roofing nails with 3/8" die. head per product approval - see chart sheet #1 1/2" drywall over 1" x furringg strips at 16" o.c. with R4.1 Pi-foll 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 J and shall meet all pertaining ASTM codes, block construction m Mortar to be Type "M" only proportioned per FBC RL01.1 and Mortar Jonts shall comply with FBC R601.2.L Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (D #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 VxL" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade t I- '' -IIII=1 IIII - 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 traraverse bars at 48" o.c. 7YFIC/4L SECTi0N Scale : 1/2" = 1'-0" Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-SYe"x 4'-G %a" 54Ye"x 541e" Single Hung ZONE 4 2. 6'-2Ya'x 5'-3 %a" 15" x Wl," Single Hung ZONE 4 3. T-2" x V-2/2" 21Y2"x 3li Single Hung ZONE 4 4. 3'-I" x S'-3'/8" 38" x G3'/a" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint nd mullions per elevations. LL windows to Withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified bg contractor wi h manufacturer s specs prior to construction Door Schedule Mi rk Size gh Opening Door Description PRESSURE ZONE 11, 9'-O" X 1'-0" x 84" Overhead Garage Door ZONE 4 3'-O" X L'-8" Elr"x 83%a" Fiberglass Panel - Inswing ZONE 4 L'-O" x V-8" 81 /;' Sliding Glass Door ZONE 4 2'-0" X 4'-8" Solid Core - Wood - L-Panel-BI-Fold Finished 24" x 81'/2" 2'-4" X V-8" Solid Core - Wood - L-Panel ff 5'-0" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 4'-8" x 1 %;' Solid Core Woods Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - L-Panel 2'-V X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL b GARAGE WITHSTAND A[ wl Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction H.B. 35'-O" 8'=1OY2" 12 8'-10/:2 I " T-1 Y2" ,'-, Y2, 2 OO 00 OO EGIRESS o a o 13'-II" � O 1 r O p -girder Filled cell under P O R C H above WIRE LATH 6 STUCCO CEILING 19'-9" 6- O °❑"° Is Is MASTER BEDROOM 8'-O" A.F.F. Flat Ceding 1 I - O Vanity to be O 34 Y2"high I O 8'-O" 9'-8" A F F 6'-4" nw � 3'-4" LU 9' 5" O O in L UJ I- N Rod fi Shelf to Vaulted Ceding GREAT' ROOM ,LOS T I o I a Rod d Shelf _ � I N 32" DRYER ASHER LAUNDRY rilkI 8'-0" to 9'8" A.I Vaulted C ling 1 H i DINING \VanRy to be 34 Y2"high I I ROOM i counter tops to 13/8" thick steel r overhang wall I.5" - I counter top subb its tops to 1 wall L5" rn 2'-4" - - - I °° CAB - +41" high wall O o DW SECOND I I 0 o BEDROOM KITCHEN I A.F.F. m 8'-O" to 9'-8" A.F.F.- Flat Ceiling r - O I Vault d Ceiling `� O Upper cabinets to r 1 6 extend over Ref. I 0 I MICRO AV 12'- 8 4„ REP. NON-V NT r n Be' CLEAR `� OPENING L - IF - - - J GR-II Bstts Insulation 4- Provide auto W.H. O T H i R D O E closer 4"0 Steel Ballard O BEDROOM See detail on this sheet OI �>1 r ----- O O = r S'-O" A.F.F. in Flat Ceding r 12'-8 I I = Q _ 22 x 54 g I Attic Access with light - - - - - J 8'-O" A.F.F. a Flat Ceiling ale GARAGE A/C #I O m i+l Block wall In a - I in 12" Verify attachment hole location with GC prior to fabrication 3/8" thick steel bracket 6 i COUNTER TOP BRACKET DETAIL L�Afj MT Ill Q /scrag® be _ R-II Batts Insulation Provide auto 2'sS" O to Q// struck block � 13'-0" closer 15 AAmp 6'-4" Panel EMERGENCY r-----------------i EGRESS r - - - - - - - - - - - - - ---i cn I I 13 (] I I GOLF CART' - m GARAGE OO mill Is IE312100 O 13 1021 1 2'-8" I O 9-0" 2'-8" I 6'-4" I 2'-8" I O 2'-8" I Nil_ m m is n a a OD as u' in mIt N N H.B. Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2712 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2AS4 sq. ft. Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 2 ®7-8283 E-mail: bradenaia comcast.net Stuart, FL 34996 UAAC000032 Wynne Building Corp. T III f�l � C� O I w `�y MODEL: REAR PORCH RIGHT DatE, Drawn 5-9-11 Drawn by: C.C_U. Checked b : C ,�. Revisions : Sheet 2. OF 5 Comm 1* l S- I 9 OB Spanish Lakes St. Lucie County Florida STRIJCTUR74L NOTES: 1. 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. 11, 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. 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. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. FCLAD/4710N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. A'WA" FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET :tI EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD 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. 1. Any changes to plans must be Submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for Verlflcation Of all notation and dimensions before Starting construction. 3. Soil conditions assumed to be 2500 psf. Should Zing other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at shouters, tile, etc.... S. Contractor to provide filled cell with concrete and I US bar Vert. at 48" O.C. max. Provide (1) filled cell on each Side of openings upp to S'-Il" Wide. Provide (2) filled cells on each side of openings from ( -O" to 9'-11" and Provide (3) filled cells On each side of openings from 10'-0" and up Contractor to see plans for any ether condition used. Foundation Walls Shall have filled cells at 2-4" 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-l6 and A-38 speclficatlonS. ALL Anchors to be A-301 steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at bet)ms for ALL reinforcing bars. SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14"0 _x MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 US BARS CONTINUOUS - CURB B 0'0" F6 1211W X 1811D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET US bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill co -_ Grade O)l =1 111_ PORCH SLAB EDGE DETAIL — III 14°w x 14"d concrete monolithic „ footing with (2) #5 bars Cont. SCALE I/2" = I'-0" 14" i TYPICAL FOOTING DETAIL 45 bar vert. w/ 30" overlap SCALE 1/2" = I'-O" 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. CxC #10/10 WWM on 10 mil Visqueen over #5 bar coot. #5 bar in curb clean compacted termite treated rill 0'-0" .4AQ Grade 'r '• -, I 10" (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic —III footing with (2) #5 bars cost. 12° 4" F 2 DETAIL AT 611 GARAGE STEPDOWN SCALE I/2" = 1'-0" rf=SLGARA.GaCURE3 DETAfL 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 1C below finished floor Verify house slab height in field III � 1= �-�30"x30"xW' concrete - column footing with (4) #5 bars each Way COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0 J SCALE 1/2" = 1'-0" 4" concrete slab With fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. SCALE 1/2" = I'-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 15 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 �-1-cJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One u5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Double Filled Cell Conc. Fill To Be 3000 PSI See Floor Plan For Location olumn Single Filled Cell Column NTS NTS Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AACOO0032 C r 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied 8'-10%2" OO OO i i i i i_i_i _i_. OO EE — ° --- ° ° (V _ — — FI � I FI I o I Filled cell under 24" I r- girder above FI r J Rear Porch Slab to O - be poured separately W F4 I p � I E from House Slab. O_ (L � (Y L I ` N O I Thicken footing to 24"w x 14"d x 24"L I O I R°)m I under filled cell under girder bearing. I E EE .+ �� E OE „o c FI FI 1 D ui I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I E I li I `- I' O I F11;- Ii IE I 4" concrete slab with fibermesh OR HB I 6"x6" #10/10 WWM on 6 mil Visqueen over E I clean compacted termite treated fill �aa ()D_ 0 m I -i I FI DRYER ASHER I EI I IE I Ii I i Ii I I F- I IE FI I - O I I EI IE o `- _I I O�i DW i I rn U O �I I� FI 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I E I MICROWAVE NON -VENT I REP 38' CLEAR O OPENING I O H.B. I _ — 12 ---- —W.H. I 4" cl; Steel Ballard See detail on this aheet >I I 1 IL AiC I I I LU I I I I Me E I F6 FI o I I F51 on either side of L ® F — — — — — — -a ° I Q house field verify — — — — — — — — — service location O D O `) LO O I I I w F51 _ E I I o 14' Step I 1 0 E N uJ I I E I . I F5 o z _F- N F5 I F_ _, I I I L------FS----� �_ v i------ �� --� - Ls" Recess _ for E EE Me E Ls" Recess for E 00 arage Door in Cliarage oor Jq,_0„ 9'-0" 2 -g 6'-4" 2'-8� 2,_8„ Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT Date brawn S-9-I1 Droliin by: C.(f,U_ Checl.,ed by: ID. F',.S. Revisions Sheet Comm U 3_ IS-IS9 OF 5 Tale Copy ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these ans for zone 3 Keg Area Edge Field Fastener Pressure Zone I 6" 6" ed ring shank 45 psf Zone 2 41, 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 148 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide 45 bars with min. 98 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. 7. Provide Cast -Crete ="�' ' -, 8U8-OB/OT precast - lintel set in mortar Min. 8" Bearing -=�" --- Verify with Plan 12 "x 12" 1 Column Block Rebar to ,Lintel Provide #5 bar set in pre -cast R C C F F^ A N SCaI lintel into beam where length of the opening calla for it. - O e PT Buck rid per jamb into filled ci 4" Pre -cast Sill ii verhangs at I —D unless otherwise noted on — Roof pitch at 4:12 unless otherwise noted on t — Truss shop drawings to be provided by manufac — Any changes to this plan Shall be submitted to architect for approval In writing prior to start) — ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Frio to construction for layout and uplift verlf Ieatlo Poured Filled Cell f — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior tc Provide its bars with min. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous footer steel. Scale: I/2" = I'-O" CBS UJ A L L Poured Concrete or concrete block wall SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockirq to vert. leg of truss with IOd x 1.5 nails at 4" o.c. v Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concrete or concrete block wall Rebar 48 gar DIs: TRUSS BLOCKING DETAIL Min. overlap AT GiRDER STRAPPING 4ttachment AT CENTER BEARING POINT 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 T y,pe 2 felt paper using Sd nails. Substrate to be 19/32' CDX 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 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 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 Additional Precast Lintel#5 bars Lintel Bar Clear "A" "B11 : .. •, li Length Length Span Bars Bars 7 r , .: • •.. CLEAR 2'-10" 2'-8" 1'-6" 2,#3 none 3'-4" 2'-2" 2,#3 none 8F8-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none its bars •. CLEAR ;";:�_.`Y •'`'�,~. 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" 5'_4" 5'-2" 4'-O" 2,43 none Block Above �•;v.;Ar:.'.�;i ` 5'-8" 4'-6" 2,44 none 1 Precast Lintel 5'-4" 2,#4 none r Additional tt5 bars �____ r 1'-0" 6'-2" 2,tt5 none 8FI6-I5/IT 811"I6-I13/2T NOTES: 2,#5 none I, min. coverage of steel=1.5" 2. min. bearing required* ea. end=8" ALL reinforcing steel is grade 60. 3- standard for rernf. steel-ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE > `( LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S1zQ Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 2'-2" V-6" 8F8-OBAT I #5 3049 1569 1024 L31 2'-6" 2'-8" 4'-0" BF8-OBAT I its 2541 1343 143 1_145 4-5" 5'-10" 8F8-OB/IT I #5 1105 909 339 L50 5'-O" 6'-V 8F8-OBAT 1 95 1238 835 121 L60 6`-8" T-6" 8F8-OBAT I its 1011 121 534 L80 8'-0" ell 8F8-I15/2T #5 2 #5 152 591 512 L90 9'-O" 10'-6" 8F8-IB/2T I #5 2 #5 643 530 401 L90B 9'-0" 10'-6" 8FI6-I5/2T ONE 1 #5 2 #5 IS33 1183 401 1_I00 10°-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 11'-4" 8FI6-IB/2T ONE 1 #5 2 #5 134L 1028 452 12'-O"13'-4" BF8-IB/2T I #6 2 #s 411 428 324 0B 12'-0" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1015 110 324 :L120 0 14'-O"15'-4" 8FI6-IB/2T ONE 1 #5 2 as 1250 609 259 16'-0" 11'-4" 8F8-IB/2T I #5 2 its 300 192 194 B 14'-0" IT'-4° 8FI6-I1/2T ONE I #5 2 #5 950 500 94 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFOIMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 181016s. uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" Sub- Kagcan full o vent viayl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block Filled with concrete and (2) #1 bars vert. tied_ - into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter 14" below finished floor 12 4 1/2" thick stucco on attached to horizonti framing with nails or no lest than 1-3/4" horizontal Wood fromir into vertical wood fir Aluminum Drip - Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss with (2) IOd ils at each web hi-mb lath vertical wood a to provide •ration into 3/4" penetration members 5/8" thick light textured stucco on tgplcal concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan 'r I IIIIIIII—IIII Tubical Concrete Anchors F Manufacturers Specs Flush M Wood Base Section .e Anchors Per Curare Specs 1/4"Max. Shutter Detail Aluminum Panel Sues per manufacturer - 5ee Tueical Stud Detail 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details O[3' 094 Stud Detail Stud w/ Die Cast Zinc s Nickel Plated Wing Nut I/4" nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) 10c nails at each truss PRE-ENGINEERED W e 24"o.c. TYPI, ( shop drawings by mar "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitut precast lintel filled with concrete and (1) #E bar cont_ For bottom row over openings 1/2" dryywall over I" x furringg strips at 16" o.c. with R4.1 fi-foll insulation on typical 8" Block walls All drywall to be installed per FBC RIC T and shall meet all pertaining ASTM code 0o Mortar to be Tgpe eM" onlyy proportionec and Mortar joints shall coinplg with FBC Provide Dur-O-Rock at all wet areas N Fill cell with concrete and (I) #5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill FI at Front forth Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment I /'�° = 1�-!•)° . ., wu . a.w Into beam either wet set or in eboxu with Scale : 1/2" = I'—O" Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287--8258 Fax : (112) 287--8283 E-mail: bradenaia8comcast.net Stuart. FL 349% #AACOO0032 rraviae wownapouc hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wgnne Building Corp. Spanish Lakes St. Lucie County Florida NMIN N to to N � r Uto im 1 C Tu O Q b - O AO - an U7 - � u > m O O iv co � ra •� v (y J Provide downspout Date Drawn Revisions : Sheet Comm # 5- 9-1i Drawn by: is4 15 1 S R1 c-ceu_ " i Checked by: D.R.B. OF 5 File Copy PANEL "A" circtt Description wire Load BR Poles 2 AHU tt10 3.5 kw 30 2 4 Poles BR Load Wme Description circa 2 40 1.0 kw tte A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range U 12.0 kw 50 2 � e 1 20 1.8 kw 412 Pump 9 10 Dryer #10 5.0 kw 30 2 I 12 1 20 L5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Receipts #12 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Receipts #12 20 I 1 20 1 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw tt12 25 26 Recepts ttl2 20 1 20 1.92 kw 812 21 28 Recepts ttl2 20 I i IS ttl4 General Lighting 29 30 Recepts ttl2 20 I I IS tt14 General Lighting 31 32 Recepts #12 20 I IS #14 General Lighting 33 34 Exterior GFCI all - 20 1 1 15 214 General Lighting 35 36 Bathroom GPI ttl2 20 I 1 20 #12 Smoke Detectors 31 38 General Lighting tt14 is 1 1 20 #12 Bathroom GPI 39 40 General Lighting ttl4 15 s are 41 42 snare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3„ ..Wattssq, _ ft.) .. . .. . ... . . . .... . . . . . 5mall. Appl,lance..C..ircult(s)..... ... . . . ... ......... Range .. _ .. R Refrigerator ..... , Microwave..................................................... Dish, Washen.................................................. Clothes..Washer. ............................................... Clothes ,Dryer, , , , , . Water Heater Water. Pump .................................................. Garage. Door Opener ........................................ 1135 3 5,205 2 1,600 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 1500 1 200 1,200 1 1,200 1,200 1 5,000 4,500 1,800 5,000 1 4,500 I 1,800 1 010 810 Total Watts 31,415 First 10000 Watts 9100% I 10,000 10,000 Remainder 21,415 e40% 1 0 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps El�ctrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Egeball Recessed Pe Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle C­- Wall Mounted Light w. . Waterproof, ground fault interruptef Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack -cm- I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter O5 Smoke Detector Ceiling fan FT Television Jack ❑1 Telephone Jack nco A/C Disconnect CEO I x 4 Florescent Light ® 2 x 4 Florescent Light sFxn Speaker Hook -Up Fil Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. 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 fullo operative. 13. Contractor shall pay for all fees, permits, testing, and Inspections lncluding blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. I5. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. I6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be lJaced 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 shell meet all standard requirements of the local electric utilltg and telephone company. #2/0 Aluminum reed I''/A' Conduit 2" PVC A/C disc. ISO MCB PANEL Vent thru Soffit _ 124 CFM IOXIOx6 M,4STER L BEDROOM 124 CFM IOxIOx6 i i i i F 1, I \\I 12AI Zd B/A _ 8x4x4 50 CFM 8x4x4 9 CFM I LOSETh DRYER ASHER LAUNDRY it CFM Bx4x4 U1- "-' 12xl2x8 F\ B/A \� ill CFM 12x6x1 SECOND BEDROOM 12x12x8 B/A THIRD BEDROOM 100 CFM lox(.x6 150 Amp Panel G�OLi= CART GARAGE I I 2" I rigid service FPL I so �u5 "ont"Ke��"in slab ELECTRICAL RISER I I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 29. Dryer Vents to be installed per FBC RM1502 PORCH 12x12x10 B/A F - l 14'1 CFM IOx1ox1 =E) M1ASTER N BEDROOM #� PORCH ` WP GFCI \ TV � I ' �cJ I CFM IO ® AM IOxlOxl I REAT1 ROOM I I I I 141 CFM Ioxloxl 12" I DINING I � ROOM I Mi l D W I I I I 1 124 CFM 1 IOxIOx6 KITCH1EN 1 (20>2� MICROWAVE `r�JA1T38" REF.NON-VENT CLEAROe11Ir\ OPENING L - - - _ J I 14"I W.H. I I I 4"0 See Steel Ballard detail on this sheet 9 # } I 2 x 54" I I Attic Access ti Qi with fight J `I L - - R ' GARAGE r-----------------i I I I I I I I I I I I I I I I I I I I I I I f I MECH/4NICAL L/4YOUT O=THERMOSTAT LOCATION SCALE. 1/ 4 ' - 1` O Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (712) 287-8283 E-mail: bradenaiagcomcast.net Stuart_ FL S4994 #AACOO0032 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc - not shown for clarity AiC I 1 CLOSE I o \ / DRYER ASHER �P LAUNDRY I\ II SECOND BEDROOM,/ 1 / I i I GREAT II / / ROOM DINING ROOM e e e I � I � I \� I `&= i / CANTR' AB IN I I \ I KIIITHE1 I 4FC1 I I 3 I ®o Rn EVE REF. EAT 38, CLEAR O EKING ,IIc,Fcl Se e Steal Ballard See detail on this sheet I 22" x 54' I rn - -Attic Access m I imh�hght J N, I \ OPTIONAL PANEL `I-V�LOCATION lFCI I/ GFCI \ J 150 Amp \ I/tat \\ Panel ____GFcI \ GFcI rner -- r-- I = ` I F------� Garage / Garage j Door D oor I I � / I I Opener I / I Opener I GOLI= CART GARAGE II 1 GFCI I I I 1 I GFcI to galrage lights I I THIRD BEDROOM,--�� 87 e 'e I I e / ELECTRIC/4L. ���� --- Post Light with SCALE: 1/4" = 1'-0" Photo cell Center Post Light between driveways attic Venting_ Calculations otal Attic Space = 2101 sq. ft. FBC 2309. renting Ratio 1/150 = 18.00 sq ft. requirec 'rovide A Continuous Vented Soffit E Wire For Front Post Light Wynne Building Corp. MODEL: Da� Drawn : Revisions : Sheet Comm It THE WINDSOR 9-17 DI"awn by: E-1 IS-IS9 OR PFORCH C.C.U. Spanish Lakes RIGHT Checked by: St. Lucie County Florida D.R.B. OF 5