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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. Sv 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 underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 detal on this sheet 5/8" thick Ilght textured 12 stucco on typical concrete SLOPE block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELE\/�47CN RIGHT ELEVATION .7 -P1LG: I/ 7 - I -V 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 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet EGRES PER O 3 --------------- ------ 5/8" thick light textured stucco on typical concrete block construction .7L.PiLG: I/'T - I -V Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening P g Type NOA FL / NUMBER Product Model # Manufacturer Glass Attachment method TEST Expiration Date Design Pressure of Approved Tests PP I'2'3 t.4 FLU 11499 2 Single Hung Series 185 MI Windows and doors 3/IL" dlq. corner 3/4" apcons w/ ml 11/4" p n t'a"on at max from ear corner and L o.c. thereafter throug� VT1 Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 60 psf - A 16-0330.02 Overhead Garage Door Model 8 8 9'-4' max. width W-O" max height DAB nsta x V 5TF Ill to comer" block uth solidfilled c ellWIL ) a5 bar Vert. owls with x L" edge His Sleeve anchor at 8' o.c. h 1.(1) dia. rashers with nt 1' wigs distance. Install track s buck (D 5/I4' x 5/8' full thread ag screw m each bracket ralnteimng .n d 1.6' edge distance - GC to stnctly adhere to product approval rovlde �:'IL' ushnut rasher on roller shafts. 10-q-21 + 50.0/-60.0 psf p B FL# 14414.1 Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 17.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door. Series 420 MI Windows and doors L ia. x 3 apcons w min. penetration at L max. rom each corner and 17 o.c, all double row thereafter through PT Buck into solid filled CMU wall maintaining min 2.5" edge distance In strict adherence to the product approval. + 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment penetration Into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ ROOF FLU 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 24 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 Ib 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 s aced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #80.x dia.wood screwstruss. battensusing rm each s Install soffit ato head. +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 15016.2 Storm Panels Products LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. + 45.0 PSF along the bottom and 13" o.c. at the top - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record AL.! RAC► PUFACTI.)RES LABLES BNOWNG U FtAi . w04 6 a'i:)s)s1Ft !iV1? H FSIG k.NE GY 0014- MUzwl' RFh,{lAIN ON ALi UN11L llv:a4'vC i 11UN6 ARE, PO ROVED CO'(CEAL FASTENERS OR ATTACHE::TS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 12 SLOPE 0'-0" = Finished Floor ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE 'WITH Ill ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE .APPROVED CONCEALED FASTENERS ATTACHrENT' ARE THE RESPONSIBILITY OF THE CONTRACTOR Of RECORD 12 "I O.H. Gulf oast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 g . 5v crimp metal roofing attached to plywood deck using 1*9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps astened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet -� 12 4 SLOPE 12" H EGRESS 2 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELE\//4TiCN Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE i as 12 ") ).H. 0'-0" = Finished Floor In SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ICI aoi III ICI I� ICI ICI I� �� �I • M� giro i I� W M M�1 5/8" thick x 8"w cut' coral finished stucco bands if "1 l2- o (s'Z ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C IANC REVIEWED BY ��Co DATE l truss botto(ON 30B I R No SPECTION(S) WILL AND PPMIT MUST BE TBE MADE e \ 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior ikon-Sedrira Partition Braden lt Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3.499L stAAC000032 SCANNEC) BY ST U40FF IlITY THESE PLANS AND ALL PROPC ARE SUBJECT TO ANY CORRECTiJt REQUIRED BY FIELD INSPE C,TOAC� MAY BE NECESSARYRNPI COMPLY VAT14 nts Wgnnl Building Corp. Spanish Lakes St. Lucie County Florida RONT ELEVATION 12" SCALE: 1/4" = 1'-0" mom ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING, OCCURS BETWEEN THE BUYER AND IUYNNE 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 Categoryy: II Wind Velocity: 145 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4:12 internal Pressure Co�Ti-cient: ± O.I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heav4 Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification. C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASID design TO L12oPITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.61111_ Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components $ Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf [] = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: Corner Zones ® APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: psf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: 4 Ecuador Wag Model: Date Drawn Revisions Sheet Comm I1-15-1i REAR EAR Drawn by: I PORCH c.c.u. - 17-202 LEFT Checked by: D.R.B. Of: 5 Counter top - verify type with contractor FLOGR PLAN Recess top plate 6"w x 3/8"d for steel support angle C L'7A a LJ a T r-` = T see detail on this sheet TYPICAL NOTES: SCALE 1/4" = i'-O" I '­-�l" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding With work. steel crash Flange with post. -3/ 1800r an Install 4" fromSteelt ach supendtandgle 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) see angle detail a minimum IAOO P.S.I. fiber stress. 6" 1/2" drywall 4. No dissimilar metals to touch. 2r2° 2'r2° 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 P S I concrete and/or 000 P S I rout mix o Base cabinet 2" x 8" wood studs at 16" o.c. 2" x 8" PT wood plate �. Drywall at ceilings shall be leveled and attached to bottom chord 9„ KITCHEN iS!-AND FRAMING DETAIL 2%," Of trusses with SCreWS per FBC R-102.3.5. Attach buck to block wall with1/4" dia. Elco conc screws with min. 1. ALL wood in contact With concrete shall be pressure treated. 10 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" Exterior face 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow. of wall cries 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 ue Wood screws thru jamb into buck 2 j2' 2 j2' at each hinge and IS" o.c. max and handicap accessibility requirements. Detail at Door prior to door attachment 12. Lowest Finished floor to be set by Governing Building Department �� 6" '' NTS surveyor t0 set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302-� ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/�4"t 20 min. rated door NISTALLATONBLOCK RiOR To BUCK W.H. = Water Heater Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC iR302.9.1 from each corner ambsand a do2o°' . mamax. 1�. Wall and ceiling finishes shall have a smoke -developed Index of not greater than �50 per FBC R302.9.2 Exterior face at head and sit{ per product approval 17 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. R31� - see permit info box of code edition 18. G psum board material shall conform to ASTM C3�, C79, C,475, C514, Cb30, C931 1"x4" P.T. Buck nailed to C4�0, C1002, CIO-f71,Cll11, C1118, C1218, C1395, or C1396 and shall be installed Detail at Windows prior rior to window attachment with case hardened nails according to the following: (FBC R-102.3.5) 1" 6" P T B k 1 .4t Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin o tions for g p drywall into Spacing installation of Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" l" 12" 13ga 1 3/8" long with I9/64" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either 16" 8" 16" Direction 15/64 head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with I9/64" head OR 0.098" diameter x 1 3/8" long e annular -ringed or 6d cooler nail OR Walls Either 16 811 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I 1/8" with I9/64" head. x uc nal e block with case hardened nails prior to door attachment install SGO 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 pUse 3/I6" tap -con with 1 1/2" penetration at 6" n e- may. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13LI and A131.1 20. Cement, fiber -cement or glass mat Ipsum backers in accordance with ASTM C1288, C1325, OR C1118 and installI.A.W. manufacturers recommendations shall be used as backer for the wall the to tub areas and wall panels in shower areas. 21, Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 8,4. insulation shall comply with F.B.C. R31�, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 pa. 5v crimp metal roofing attached to plywood deck using #q 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 \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -- YN \R-30 blown fiberglass Edge t 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 coat. in each row. Substitute Kagcan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1 S" long gale. bar conc. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" dr wall over I" x furring strips a� 16" o.c. with R4.1 PI -foil insulation on typical 8" Block walls 5/8" thick light textured z All drywall to be installed per FBC R702.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction bD Mortar to be Type "M" only proportioned per FBC R6071.1 and Mortar Jonts shall compTy with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade n T r� 71 T. INP' III —I 111 1111 N11111 1 1 1 1 i I I I14" x 14" Concrete footing 14" with (2) #5 bars cont, and #5 TY P I C A L SECTICN transverse bars at 48" o.c. Scale : /2" = I'-C" H ea d prior to door attachment f ixed door sliding door Masonry Wall ry 1/2" 1-1 IT \ ? C Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D o o r D t a ( 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Ulindow Description PRESSURE ZONE I. 4'-5/s" x 4'-4 %a" 54 %8"x 54 YB" Single Hung ZONE 4 2, 6'-2/s"x 5'-3 %" 15" x 63 %," Single Hung ZONE 4 3 2'-2" x V-2i2" 21%2"x 38519" Single Hung ZONE 4 4. 3'-1" x 5'-3 %8" 38" x 63 i/," Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nil mullions per elevations. LL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schdul� M rk Slze Rough Opening Door Description PRESSURE ZONE jAI 191-0" x i'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41" %4" x Wl" Fiberglass Panel - Inswing ZONE 4 6'-O" X 6'-8" 14" x 81 %2" ;1.=t`°" J I Sliding Glass Door ZONE 4 IP 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2' 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 4`61" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND A WI Exterior doors to withstand pressures stated in permit info x on sheet 1*I DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I 1 h rough opening dimensions to be verified by contractor manufacturer s specs prior to construction r � + 12" Verify attachment hole location with GC prior to fabrication 3/8" thick �- steel bracket 2" 8'-10%2" 12" 8'-10%2" ' 2YLl I- it00 O O EGRESS Filled cell under girder above 0 POR C I I o 0 H — o O WIRE LATH t STUCCO CEILING MASTED' © o BEDROOM 00I I IElEl I I I 1 100 00 O ; 8'-0" A.F.F. Flat Ceiling O I ® Vanity to be 34 %2 " high 8'-0" to q'- " A.F.F. Vaulte CeilingI- 7FF=� T Rod Shelf GREAt ROOM to r- 1 A, I J o I �I OSE ° a — o, rn 1 L — — — — in OD a-u to N i Rod t Shelf Hq)0 i_ WASHER DRYER 2" 5,_3„ \ n O ( LAUNDRY o - 1 ;� o O 8'-O" o q'-8" A.F.F. cv Vau►t d Ceiling iNiNG I � ° Vanity to b O ROOM I I I 34 %2 "high 42" i 18 O 3/8" thick steel counter to s to T in cou t r top supports Iq0„ overhang wa 11.5'° <r counter tops to eq. eq- overhang wall 1,5" u, OPANTR CABT r L — — — D W iLIP: +41" high wall SECOND o I _ <ITCHEN BEDROOM o 1 °I _ 8'-O" to �1'- A.F.F. 1 O 8'-0" A-F-F. g Vaulted �eilin I i- i Flat Ceiling — Upper cabinets to extend over Ref. I r 11 IC WWAVE N N VENT REF. 1 38" CLEAR 2 " 12'-8" \ H.B. L — — — OPENING m tt' -- _ m -II Baits Insulation A / C W.H. _ Provide auto O 4" o S eel Ballard closer I THIRD See d tail on this sheet � c� r— --— #/ BEDROOM x 54,.1 / Attic Access 1 0 = 1 I with light I 4 I Q I O r 8'-0" A.F.F. -0" A.F.F. b Flat Ceiling Flat Ceiling ED RAGE I Q L° © 24 4 m m Block wall in brags to be F) O MT F)[ struck block E EMERGENCY O or---------------- EGRESS ° I 1 I I O N r I p - I I W I I I I I I i I ]O O O 00 A 2,-8, q,_0„ 2`8" COUNTER TOP BRACKET DETAIL Braden t Braden AiA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue WINDSOR Tel : (112) 281-8258 THE Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast. net 4 Ecuador Stuart. FL 3-4994 UAAC000032 St. Lucie County Florida IF 1 R-II Betts Inwletion Provide auto 150 Amp closer Panel r-----------------� C O I E�n II O I I b 11GOLF CART 'I� GARAGE I C �O O O OC 4 W W W (L Y_ W I- E0 .B. T m 6- I in Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2-12 sq. ft. Garage = 459 sq. ft. Total Cubist = 1�,02� Under Roof Total = 2,�f8� MODEL: Date Drawn : Revisions Sheet Comm # II-15-11 REAR Drawn by: 2 17-202 PORCH C_ C _u_ _ LEFT Checked by: D.R.B. OF 5 STRUCTUR,4L DOTES: 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• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 1$1 EXPOSURE ="C" SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II ALL REINFORCING STEEL SHALL BE GRADE 6O, 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 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 AND SPECIAL 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 IS BROUGHT IN_ FILL TO BE SPREAD iN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI iN AREA OF 1 3. 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 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 1L 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 FOUNDATION PLAN 1� 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 verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2SOO psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4_ Verify all recess thickness at showers, tile, etc- ---S. Contractor to provide filled cell with concrete and I US bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5' i 11" wide. Provide (2) filled cells on each side of openings from —O to 9 -II and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any Other condition used. FOUndatlon Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey — Form BOard Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of 3011 test to architect for review prior to construction 8. ALL reinforcing steel shall be grade �C, meeting ASTM A—I� and A-3S Specifications. ALL Anchors to be A-301 steel. 9. PrOVide a minimum Of 3" concrete protection at footings and 1-1/2 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on Io mil Visqueen over clean compacted termite treated fill Grade - 00E- I m —_ III 14"w x 14"d concrete monolithic 14 footing with (2) #5 barb Cont. TYPICAL FOOTING DETAIL J '/ SCALE 1/2" = 1'-O" concrete slab with fibermesh OR 6 x6 410/10 WWM on IO mil Visqueen over clean compacted termite treated fill #5 bar cont. 1011 (2) 45 bars Cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark size Description 814"W 8 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THiS SHEET F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14110 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB e O'-O" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IIIII (ill 1� 11 8" PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. tG bar In curb \ Grade CIE into lintels above Verify house slab height in field Top of footer A. 16" below finished floor 16" _ I :'=':. '";' :. " .•'' '•;" a al n 30 x30 xl6 concrete i I I I a. , •a: `..:, I = column footing with (4) _I 45 bars each uag 3 I II 30" 3 COLUMN FOOTINGS DETAIL � SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" -,.,SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F.F. >` t h4l 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. f GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" UICAO WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat. 1011 (2) #5 bars cont. bottom steel 12" I A T /'f It A t1 A SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backf filling 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 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood Jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 12" x 12" oncrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above],� 12 I 4 I _ 4 T• 3 — 3 Filled cell under girder above o 1 - o p Rear Porch Slab to I I IIJIIJI ._�_y_�_� �; _�_ 1-11 Jll°JI 1 I IL i— — — —— FI — — -- I FI I be poured separately L 1 I I O from House Slab. O I CV 1 N r' Thicken footing to I 24"w x 14"d x 24"L O under filled cell under girder bearing. FI FI Rear Patio/Slab to be flush with bottom of sliding door recess. O I Slope I" I I I O 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 6 mil Visqueen over 1000 9 v U I clean compacted termite treated fill to La s` to U_ O ( WASHER DRYER I I I II o I 0 iLEp I FI of O Q I l I � DW 100 I I I of a 4J MICROWAVE d) NON -VENT REF. H. B. • I O n— 38` CLEAR OPENING OO A/C H #5 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 Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS \�.Ji I I� I II E— � c 4" concrete slab with fibermesh OR Fi 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 I[ .51, Step 1 D 4" 0 Steel Ballard elSee detail on this sheet W #,� Ion E B. i I w � I I a 1 5 I I Fi I Meter and panel N il — — — — — — either side of — — — — — — — — — J ouse field verify WL O O service location I 10 in O �— ------ --TD Io �ILL -� i = -a r I 5 � i ° o13'-O" I 1 1 -- --------Jo 0 �O O 1.5" Recess for O EO Garage Door.1-111 5„ ISteiii Braden t Braden AiA, FA Architects — Planners 417 S.E. Coconut Avenue BTel We nne Building Corp. THE UJINDS : (112) 281-8258 Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 3,4994 UAAC000032 g1_o11 1 21-81, MODEL: REAR ) R PORCH -4 Ecuador LEFT 4.5" IMP W P -4 Il F5 z � I o IF ( I 5 I o—--------- —� I 00 O 1.5„Recess for FET T7l Garage Door I g 5' Steb 61_411 _pl1 35'-O" Date Drawn : Revisions I1-15-I1 Drawn by: C_C_U_ Checked by: D, R.B_ �1_011 ( Sheet 3, OF 5 O 0' (Comm a 1-202 ROOF SHEI = TiNG ATTACHI1ENT DETAIL_ 1. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Pl wood 4. Use nails or screws based on pressure for roof stated in permit inf o box on these plans for zone 3 Q 11 '♦hwI A�����i E� ��1���� W , ♦ Q Q o r Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank psf Zone 3 If 8d ring shank 84 psf ** Zone 3a 6 1 6 148 wood screw 1112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast-Crete SUS-OB/OT precast lintel set in mortar Min. 8" Bearing -�-� - 12 "x 12" Column Block Rebar 111n. vveriap C olumn tc intl A ttac�mert Provide 45 bar set in re -cast RCCF FLAN Scale : 1/2" = 1' — O " lintel into beam where length of L the opening calls for it. — Overhangs at 1'-0ii Unless Otherwise noted On this Sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manuf acturer Any changes to this plan shall be submitted to the architect f or approval In writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings F'rior to construction for layout and uplift verification Poured Filled cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar W diameters overlap in filled cell. Tie = 7frlled cell steel into continuous Tooter steel. CBS �ALL Scale: I/2" = I'-®" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" o.c. install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) lod nails into truss 3LOCKiNG DETAIL )ER STRAPPiNG TER BEARING POINT NTS i I -1/8" thick light textured stucco installed per ASTM C 929 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in Field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two 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 „ n A „ n B r Length Length Span Bars Bars CLEAR r 't' 2'-10" 2'-8" I'-L" 2.#3 none V- 3'-L" 314" 2'-2" 2,u3 none 8F8-OB/IT BPS-IBAT SF8-IS/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none #5 bars CLEA •:;..-. :.R.`; 4,_L„ 41-41 3'-2„ 2,43 none One Row of "H" 5'-•4" 5'-2" 4'-0" 2,43 none Block Above :,= none Precast Lintel 2,94 none Additional i #5 bars 6'-2" 2.#5 none 8FI1.-IB/IT 8FI6-IB/2T 7'-10" 1'-O" 2,4S none NOTES: ALL reinforcing steel is grade LO. 1. min. coverage of steel=l_5" 2. min. bearing required 0 ea. end=8" 3. standard for reinf. 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 S12e Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" 8F8-OB/IT I u5 3069 15119 1024 L31 2'-4p 4'-0" 8F8-OB/IT 1 #5 2561 1343 143 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 1_50 5'-0" 111 8F8-OB/IT 1 #5 1238 835 121 L40 L'-e" 1'—L" 8F8-OB/IT 1 #5 1011 121 534 L80 8'-0" 9'-4" 8F8-iB/2T 1 #5 2 #5 152 591 512 L90 9'-0" Io'-L" 8F8-1B/2T 1 #5 2 #5 443 530 401 L90B 9'-O" 10'-L" 8F1L-IB/2T ONE I u5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1366 1028 1 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 '1"10 324 L140 14'-O" 15'-4" 8FIL-IS/2T ONE 1 #5 2 #5 1250 409 259 L160 I6'-0" IT-4" 8F8-1113/2T I 1 #5 2 #5 300 192 194 LILOB IL'-O" Irt'-4" 8FI6-IB/2T I ONE I I 1 45 1 2 45 1 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE L OAD REQ. REQUIREMENTS - LINTELS OVER K-O" 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. 1810lbs. uplift Aluminum Drip �— - Edge t Fascia 12" 2" x L" Sub-Fascl Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long galv. 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) #i bars vert. tied_ — into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer IL" below finished or v 12 4 I Poured Coi concrete b Anchors Per era Specs 4"Max. T IF w 0 L v ull Poured Concrete or % I concrete block wall \ I \i Concrete Anchors Per Manufacturers Specs Flush Mounted Shutter Detail Aluminum Drip Edge t Fascia Flash -and flash Nall ledger to gable end truss with (2) IOd rls at each web Aluminum Panel Sizes per manuracturer — See Tuorcal Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details U R 0 094" A c Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated wing Nut 1/4" nts r.. E Brace Gable end with 2" x 4" SYR #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER4_--D WOOD TRUSSES is 24"o.c. TYPICAL ( shop drawings by manufacturer > Diown ricer iass 1/2" thrc stucco on 3/8" hi —rib lath in bottom chord of trusses attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring 5/8" thick light textured strips a I6" c.c. with R'{.I Pi -foil stucco on typical concrete Insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Varies -see plan and shall meet all pertaining ASTM codes. 45 bar vert. w/ co Mortar to be Type "M" only proportioned er FBC Rii R607.2.1. and Mortar joints shall comply with FBC 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell Fill cell with concrete and Rear Patio/Slab to (1) #5 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted Base see foundation plan notes For spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR L"xL" 410/10 WIJM on L mil Visqueen over Sloe oer foundation blan '!" / clean compacted termite treated Fill Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet (`I T U7 to L �f 1 s (A Q <UJ _) 0 v7 U u0i 60 E_ z 00 � u N B Z3 TT'" "IIII IIII IIII II _ IIII IIII IIII IIII IIII II ""..�>.: IIII IIII IIII III11� / Provide downspout )� ;': ) IIII—IIII IIII IIII III1— .� 1 _ 1-4 F -I — .IIII_ IIIII F3 T lcal S�ctfOn at front 1='orch Scale : 1/2" = 1'-0" .H. 90B BI Cn s- AULTIED �ra W t Simpson HETA 20 hurricane anchor at each truss ( 2,4" o.c.) supporting Max. ETA 20 1810 lbs. uplift VIA 60 BI BI L22 Z 18'-LQ BI 12 SLOPE �{ BI L31 Gulf Coast uppl nil FG 5v Crimp Metal roofing FL #11451.12 29 ga. 5 trim ,,Metal r ofing attached to plywood deck using 49 x 1.5" wood sc Ws w se f se Irn was her at 12" o.c. max s acrn over ASTM D in laps asten d with orro on resistant tin caps and with 1.25" ring shank nails so ed L%o.c. at a 1 p and two staggered rows 12 o.c. In field. Attach tr N B1 L31 1 22" x 54" I 3* I Attic Access I O \ with light — J I I I / /1 B l I\ \ O I 2 1 1 L31 I ao 1 SLOPE/ 8' O" MAX I I I IODD SPACE L22 B1 Bl BI L22 w I � O Braden t Braden AIA, PA 1.11J nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue UJINDSOR THE Tel : (112) 287-8258 Spanish Lakes St. Lucie County Florida -4 Ecuador Fax : (7 12) 287-8283 E—mail: bradenala comcast. net Stuart. FL 3'49% UAAC000032 Provide If or gutter 2 = C14—ETA 20 Slmps n HETA 20 Provide downspout hurricane anchor at each truss ( 2,4 o.c. supporting Max. idiO lbs. uplift MODEL: Date Drawn Revisions I1-15-11 REAR Drawn by: PORCH c_c_u_ L E F T Checked by: D, R.B. � X OU rn CAv O L Q CZ U �J? v 0 UJI ) E C 0 OD _ C- Sheet Comm # 17-202 OF 5 PANEL ii ^ of f"'t Poles BR Load Wire Description circ# circ# Description Wire Load BR Pyles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 _ 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 1 g 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 412 Smoke Detectors 31 38 General Lighting #14 15 1 I 120 412 1 Bathroom GFI 39 40 General Lighting #14 15 1 S are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description 0t . Watts Total(Watts) General Lighting (3 watts sq. ft.) S.maII..A,ppliance, C.ircult(s)_ , _ ...... _ .. .Range......................................................... Refrigerator ................................ I ................. Microwave Dis1.h Washer .Clothes..Washer....... . ...................... . ................ .Clothes..Dryer................................................ Water Heater Water Pump C pFpgle Door Opener 1135 3 5,205 3,000 12,000 1,200 2 1,500 1 12,000 I 1 1,200 1 1,500 1,500 1,200 1,200 1 1,200 1 1,200 I 1 5,000 6,000 4,500 1,800 810 1 4,500 1 1,800 1 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 8.40% 1 0 10,966 Electric Heat or A/C 10,000 O65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical Symbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Egeball Recessed PB Push Button switch . SS Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light W i Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel © Central Vac g Electrical Meter QS Smoke Detector Ceiling fan Tv Television Jack ® Telephone Jack A s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 1E 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. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in P V C 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 fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public 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 placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 3 TON SEE MANUAL "J" and Energy Calculation for Unit info A/C A/C disc. 15O u2/0 Aluminum feed AMP I i/a" Conduit __ PANEL 2" PVC l FPL PORCH 12xl2x10 124 CFM IOXIOxb /MASTER BEDROOM B/A 124 CFM 'i --- IOXIOx6 14"i CFM 147 CFM IOXIOx7 I IOXIOxl `. r1� rr- &�&10 B/A 8x4x4 9 CFM GREAT I ROO Wng IPLOSE o 8x4x4 - - - 50 CFM WASHER DRYfiR LAUNDRY CFM 141 CFM I L x4x4 IOXIOxl 12" o DiNING ®OM 16 CFM 8x4x4 T -La�12X12x8 B/A ANTRY CAB - - - - D W I o B°°` 111'1 C F M " I �12x6xl I I I SECOND I24 CFM OXOx6 I I BEDROOM KIT�C�-IEN 16" MICROWAVE NON -VENT 20x2O 38" CLEAR To FR/�A 1 L - - - O - OPENING /�ellirigl i r- i 12xl2x8 W.H. 114" 4" 0 Steel Ballard 1 THIRD See detail on this sheet I I _ BEDROOM LU r --, - - I I > / 100 CFM Attic Access i j I �� z I iOX6x6 L with light Q a - J �R� 8x4x4 48 CF GARAGE 2" rigid service FPLI I > oa tt5#cont pperawire 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 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg 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. 25. Dryer Vents to be installed per FBC RMIS02 r-----------------� I I I I I I I I I I I I I I I I I I I I I I I I 150 Amp Panel ----------------- GOLF CART M E C H /4 N I C /4 L LAYOUT O= THERMOSTAT LOCATION SCALE: I 1 4 " - I' - o " Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 281-8258 Fax : (112) 281-8283 E-mail: bradenala5comcast.net Stuart. FL 34994 UAAC000032 Z Vent thru rffll soffit WP GFCI Install oulet under disc. not shown For clarity Wire For Front Post Light v7 Ca U Q PORCH / WP GFCI MASTER BEDROOM u e Q� O I 1 / GR�=At ROOM v 1 I qLOSET IX�V \ _o I � WASHER DRYER \ LAUNDRY Di ING I �'\I R OM I / I II� M a' 0 1 PANTRY CAB Oro :.•rrr.❖.❖.❖r000❖o.•o.•.ers•.� , ..•o.❖.o•,,�.I❖,,.❖.�.•roo.•o.❖oar.❖.❖o.❖.�.•o.•.a•.❖.❖.�.•.+.•r.+.•s:: �66 udb It SECOND \i�EDROOM I 1 e 1t O ZZ 41#0 St el Ballard / THIRD See detail on this sheet 1 / s -BEDROOM WF, r----- " 1 Attic A I >I/ \ cesA.- with ygl< in L -J � OPTIONAL PANEL / \ LOCATION /OD \\ Z GARAGE /� / FCI G / R GFCI 1 \ / -\ tight t 150 Amp GFCI � / to corner \� � GFci Panel r---- ---®=------� r-r--=-_-M--------1 \ Garage \ � -, Garage I Door I Opener 1 I Door \ I Opener 1 tt GOLF CART t i GARAGE I I t I I GFCI to garage Ihghts GFCI I I --I--� IL e WP GFCI -- F-CTRICAL FLAN - oat Light with -� hoto cell SCALE: 1/4" = 1'-0" between driveways Attic Ventinci Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit W4rmei Building Corp. MODEL: Date Drawn Revisions Sheet Comm I1-15-11 THE WINDSOR REAR Drawn by: E - 1 PORCH C_C.U_ 111-202 Spanish Lakes LEFT Checked by: St. Lucie County Florida `�c Ecuador D.R.B. OF 5