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HomeMy WebLinkAboutBUILDING PLAN12" . .H Finish Columns with 5/8" thick cut coral finished stucco bands 12" a.l� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 5/8" thick light textured O O stucco on typical concrete � �• �, block construction - - 5/6" thick x 8"w cut coral finished stucco bands RIGHT ELE\/ATiON SCALE: 1/4- = I'-O" 12 4 1 SLOPE, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2G 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 G" o.c. at all laps and two ataggered rows 12" o.c. in field. Attach deck to trusses using attachment deltaill on this sheet f.LL PAANUFACTURES LASLE" SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY COUE MUST REMAIN 12 ALL DOORS AND WINDOWS U�6T11 .. INSmtAPPr._:ED 8'-1" T.O.B. 0'-0" = Finished Floor THESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL U%51.12 26 ga. Sv crimp metal roofing attached to Plgwood 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 C end laps fastened with corrosion: resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE Finish Columns with / 5/8" thick cut coral finished stucco bands LI.- V /--�TIO- IX >IOTL.-S: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. C0,4CEA(EO F ARFTNERESPONSISERS OAATTACHME S cR 1A0o Cv'NTRACTOROOFRE OR®THE NT ® i, i 5/8" thick x 8"w cut 3 coral finished stucco bands 3 \ 5/8" thick light textured stucco on typical concrete - - - - - block construction- - -v LEFT ELE\/ATiON Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. Windows & Skylights PcOMPLIAMOF Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method t1 Ali,;, A p N ALL c DE MUST maftasure .,� hpklf"d Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors a. x gpcana qq sMarin pQn�},�ptJon at non each corner and L o.c. thereafter through PT buck into filled cnu eau maintaining min 2.5' edge distance m strict adhe to the product appro✓aL met, so id once ± 60 per A 16-0330.02 Overhead Garage Door Model 824/ II IL'-O" max helg t 161-0 max. fici DAB • to canasta a mt p; as br art. 3/9• x L' Hilt, HLC SWv. aixhara n s' oe. +mh 1�)' de. X 1 5 @rth mrt 4' soles datanu. InetaA track to buck tlsaa (o s/U x i 56 fWi thread lap mraa n asch bracket namamma inn d LF •de• estence - GC to atrwtlp adher. to proems approval told@ 1/I6' ummer on rdlar aWt. 10-9-21 + 50.0/-GO.O bf p B FL# 16G14.1 Fiberglass Sin"th Pro/ Jeld-Wen EIca 1/4' din. tapcan with min 1.25" embedment at 3" ma Iron corners and 11.5. o.c. max, thereafter in head and jambs. + 50.0 PSF C FLU 16332.2 Sliding Glass Door Series 420 Mi Windows and doors x pcana w i . enetration at non sac corner end o.c. al IMIJ roe thereafter through PT Buck ait.o solid filled Cifu well mamtaimng min 2.5' edge distance in strict adherence to the product approval. max. + 48.2 PSF - Product Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST tion 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" topcone with min 11/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) x10 x I. self tapping screws per clip as shown in product approval. 5" + 118.9 PSF _ Roof FLU 11651.12 SV Crimp Metal Roofing C,ulf and Coast Supply manufacturing 2L ga. Ev trims metal roofing attached to plywood deck using 49 x 1.5" wood screws with wit sealing washer at 12" o.c. max lacing over ASTM D (type 2) 30 16 felt underlagment installed with min. 4 aide laps and C end laps fastened with corrosion resistant tin caps and with 1,25' ring shank ' 1 spaced L" o.c. at all laps and two staggered rows 12' a.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block _ Soffit FLU 12198.3 Model T4 12" vented Kaycan Install US x using 2" x 2" battens at IV o.c. screwed to soffit framing 3" wood screws at each truss. Install soffit to battens using using + 55.0/-35.0 PSF Vin I Soffit y 0.12" die. x 1.5" lona rina shank nails w /8" dia.head- I Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" die.-20 x 1.5" Panels Fin 15016.2 Storm Panels ppiroducts LLC long SS screw head combo. with Neoprene washer at 12 1/: o. . ± 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 ) SCALE: 1/4" = 1'-0" 12 4 SLOPE 1101111 coral finished Stucco bands O 7 5/8" thick light textured stucco on typical concrete block construction ELEVATION SCALE: 1/4" = Y-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 G" 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" 1. in field. Attach deck to trusses using attachment detail on this sheet -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELE\/ATiO>Nl THESEPL! r,s'^ILI"-aria ARESOf' �C1"'"I"Yr 01f)EOSED CTONSORK REOUINE() ry FIELD INSPECTORS THAT MI.. P 11 „' YTTbRUEA TO CO 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord base -board 1/2" drywall on 2" x 4" studs at W' o.c. 2" x 4" P.T. bottom plate SCANNED BY St Lucie County ST. LUCI7C0FNTy67 ' REVIEWED FOR COMP LDG DIVISION REVIEWED g ANCE DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR ("xi;" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition I Braden It Braden AIA, FA Architects - Planners Wgnne Building Corp. S.E. Coconut Avenue The G d C l t BTelel (112) 281-8258 r a r a r or Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mall: bradenalagcomcast.net Stuart. FL 34994 #AAC000032 2 5/8" thick x 8"a cut coral finished stucco bands 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8% cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALE ChO`r 111 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 Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 10 mph ultimate Mean ROOF Height: Ii'-O" Roof Pitch: 4.12 Internal Pressure i o-�L if Indent: ±0.18 MHIP SubJectabdity to damage from: Weathering. Negligible Termites: Veru Heavu 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 = 0.124 ASO design ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.4WL Components t Cladding Wind Pressure (NET) ROOF Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.(./-84.0 psf Components t 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 Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes E8 = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following. = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3'11 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A5 psf FLOOR DEAD LOAD: 10 pef JOB ADDRESS:1�°�`'\���Z, Date Drawn Revisions Sheet Comm # 5-9-I1 GARAGE Drawn by: j / LEFT C.C.U. I - 12 - 2 f Checked by: D.R.S. OF 5 -LOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with Work. expFlange with 4 - to 2. Contractor to STRICTLY enforce ALL OSHA Requirements. lab (3i°" bolts Into q slab (3/e"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. ," 5, ALL Concrete used for slabs shall be min. 2,900 PSI concrete. o ALL Concrete used for vertical filled cells, coat. tie beams etc.. to 0 Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord - of trusses with screws per FBC R102.3.5. o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. All 6" '/2' 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC IIR302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC: R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant r' x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C4f 0, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed arrnrrlind to the followino: (FBC Rt02.3-S) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for installation or drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 111 12" 13ga 1 3/8" long with 19/L4" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail Y2 IIOR 19• 4lilia. x 15/8" long with 15/64" head Walls Either IC all I6" Direction OR Gypsum board nail 0.086" dial x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e 11 O 0.092" dia. x I -1/8" long with Either I6" 8° 16" Wells Direction I/4" head OR Ggpsum board nail 0.0916' dia. x I 1/8" with 19/64" head, Install SGD thru buck into block with 3/16 tap -con with 1 1/2" penetration at 6" o.c. Max. from each corner and 20." o.d. max thereafter at head per product approval Use 3/I6" tap -con with I 1 1/2" penetration at 6" o:c. max. from each corner and 20" o.c. max thereafter at sill per produI ct appr�ova-I 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108_I, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in 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 accompanLlinq smoke developed index not to exceed 450 when tested in accordance with ASTM E 84 Insulation shall comply with F.B.C. R316r Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1i651.12 26 ga. 5v crimp metal roofing attached to plywood deck using U9 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' aid% laps and 6" end laps fastened with corrosion resistant Lin caps and with 1.2 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 with (10) 10d ox at 11 1/each c na truss 12 ( 24" o.c.) supporting Max. 4 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub-Pasdia Kaycan full o vent viagi sorrit instauea using 1/8" dia shank x 15" long gals. roofing nails with 3/8" die. head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete block construction tt5 bar Vert. w/ 30" overlap — at each filled cell Wood Grade _ r ��- I II�'1111=III III 1 • � � .� ,II I1= -'III.-IIII __ III II —� I1—III III011- i—IIII 114" T` fi ICAL SECTION PRE-ENGINEERED TRUSSES at 2411ot. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall With smooth finish Two rows of beam block filled with concrete .anQ (l) tt5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) tt5 bar cunt_ for bottom row over openings 1/2" drywall over I" x furrmgg strips at 16" o.c. with R4.1 fl-fat -Insulation on typical 8" Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertainingg ASTM codes. Mortar to be Type "I"P oalgg proportioned per FBC R607.1 and Mortar joints shall comply with FBC R601.2.1. provide Dur-O-Rock at all wet areas fex. showers, tubs etc...) Pill cell with concrete and (1) #5 bar Vert. (typical). `Max. spacing shall not exceed 48" unless otherwise noted sae foundation plan notes for spacing at openings 4' concrete slab with fibermesh OR 6 xL' #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I_= I I��I,IIII=1 x` x I9" Concrete footing u th :2) tt5 bars Cont. and tt5 Transverse bars at 48" o.c. Scale : 1/2" = I'-O" All 01 Masonry Beam 0,40 C Al N.T.S. Head fixed door sliding door /- " Sliding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,5�8 2' VTR JIL I I I I 21' VTR Master e II JIL Bath h i 2•rl 2" l.r Lev. I q• 2" VTR J�W.C. 1 s" I I I 2' 3' Shur. Kit. Sink 1 I Kitchen 2 • I Law. 1 S. w.c. Bath U2 Sher, PLUMBIN 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall gpical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval) a m b Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5Ya'x 5'-3%' 54%a"x 63%4" Single Hung ZONE 4 2, 6'-24"x 5'-3 %' 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l'/2"x 38%" Single Hung ZONE 4 4. 4'-5%'x 4'-2%' 54%8"x 541s" Single Hung ZONE 4 ALL ard ALL ALL All with Windows to be aluminum Windows w/ tint mullions per elevations. windows to withstand pressures in permit Info box on sheet I windows In bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-O" X C-8" 14" x BI i2' of re ut°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2' E 2'-V X C-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold C'O' xTo Septic RISER 34'-O" 14'-O" 9'-6" 12,, 81_L" 12" of Eo EE OE "" EGRESS E O 12" x 12" concrete column block filled with concrete and (2) 91 bars vert. tied Into lintels above O Covered Porch ° o 12'-8" E N FR E" E2 m E � MASTER © 1 _ a v q � LLUj o 6 N E BEDROOM to 9'-8" A.F.F.OD 8'-O" A.F.F. Vaults Ceding Flat Ceiling GzR IAT Ro )M 0 I E I �� i `" O Rod t helf I ° H B � ° I VanIi'ty to be 9 I N r 34 J2"hig a I N _ I C L O E I 8'-O" to 9'-8" A.F.F. 0 2" x 6" knee -wall rr r O 10. below counter top I Vaulted Ceiling E _ c _ DINING!7 O O CL NE Rod t ® Shelf J e 7s, F; ( ROOM �F I `� I Vanity to be A T H I ° ��� I 34 %2 high ° c O iv oo LU Vien r 3 D Inalit ° = m High wall KITCHEI, g O t 8'-O" A.F.F. ZSverFiang - H ° - Flat Ceding ° 6'-O 0' dO I N 2" filler Upper ca Inets to D O ext nil over Ref. or. I E BAT H , Ro� t ry Rod t Shelf O A/C #1 E 150 O `r R—II Batss n.u4lee Steel Ballard w H a 1 ® 4c, See detail jthir:_shaet op 4 F w l O 22" x 5" Provide auto Atwith light closer tic Aceeu I F I -----J - 22" Q 8'-O" A.F.F. Amp Flat Ceiling nel m ©LnSECOND m\ E RGEN Y BEDROOM A A EGRESS - in N MeterP N� Oro 3o — , . m N O N A.F.F. " Ol MTJ JOE Flat Ceiling " r O _ F- O \0, E Oo O p a E r - - - - - - - - - - - - - - - - - EGRESS Block wall in I 0 O O E ooEO garage to be I struck block " p O C VER EID 12" x 12" concrete column block filled j4'-6" j ORC with concrete and (2) 1 bars Vert. tie into lintels ibove I ® I I I EE ❑° ° "° in N — p I o EO EE 3'-5" 2'-8" 2'-8" 4'-2" 15'-10" 5'-41, 34'-O" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at ,iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ___\ / \ Buck to be 1" x 4" PT AL[- Exterior doors to withstand pressures stated in permit info Varies box On Sheet 91 GAF AGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor Detall at Windows WItH manufacturers specs prior to construction Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mall: bradenaia8comca5t.net Stuart. FL 34994 UAAC000032 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Attach buck to block wall with A >o 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 71:] Varies 48 Wood screws thru jamb into buck at each hinge and 15" o.c. max and n,n+ ail A+ i"'1nnr error to door attachment NTS Wynne Building Corp. The Grand Carlton CLEFT E Date Drawn : Drawn by: C.C.U. Revisions Sheet 2, Comm It 12-2� Spanish Lakes St. Lucie County Florida Checked by: D.R.B. OF 5 2. 3. 4 5 6 E] TRUCTURAL. NOT. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 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. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 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 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOUND/4T10N �L/4N SLOPE ALL PORICH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TOI DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) 1 = 41 PSF WIND VELOCIIJY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE _"C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE 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 STRUCTURA GRADE WOOD WITH A MINIMUM Fb OF III 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 �ONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED_ FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Boll 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.... 5. Contractor to provide filled cell with concrete and I IsS bar vert. at 48" O.C. max. Provide (1) filled cell on each side of Openings app to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2�" 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 tr ss 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-l( and A-38 specifications. ALL Anchors to be A-30-1 steel. °I. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ SEE TYPICAL 30" overlap SECTIONS at each filled cell V concrete slab with f irVisqueenhOR over 6'1 410/10 WWM on 10 mil clean compacted termite treated fill 7 dl _ =IIII III IIII_ 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 4" j% TYPICAL FOOTING DETAIL SCALE 1/2" 1-0 4" concrete slab with fibermesh OR 6 x6 #10/10 wwM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan 12" x 12" concrete column block filled with concrete and (2) #'1 bars vert, tied Into lintels above Top of footer 16" below finished (2) 45 bars cont. bottom steel RAGE STEPDOWN SCALE 1/2" 1'-0" Verify house slab height in field I1:111®11 .. i1 I I P 30" COLUMN FOOTING__ 30"xr30"xl6" concrete colUMIn footing with (4) #5 bArs each way IETAIL SCALE 1/2" I'-O" Thicken edge to 8"x8" with concrete and one 45 bar continuous GR _ T— SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 4" concrAe slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean combatted termite treated fill PORCH SLAB EDGE IDETAIL 11 = 1'-O„ 45 bar vert. w/ 30. overlap at each filled cell l SEE TYPIC L Adjust curb height based on gar. floor 4" concret slab with Fibermesh OR slope_ 6"x6" #10/10 WWM on 10 mil Visqueen over clean comp cted/termite treated fill #5 bar In curb e F I —III I "" I "w x 14"d concrete monolithic f oting with (2) #5 bars cont. 14" 5) GARAGE CURB DET IL SCALE 1/2" = 1'-0" 2" x 4' 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER'I MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 00 00 : 11 : i i 11 00 1 00------- —_ —_ ° ------F� -- ° -- — ° —I O -----------i0 F4 �I Q Filled cell under FI girder above O I I 24" I N I Rear Patio/Slab r J to be poured separate r F4 - from the house slab. I O m I Thicken footing to 24"w x 14"d x 24"L I I FI under filled cell I Ea under girder bearing. O F _ T 1] 19 1-1 IE)0 LOO — — — m U I Rear Patio/Slab to be flush with bottom of I ° r —v n sliding door recess. t_ Slope 1/2" I i- �' I l IF F- I F- I �- I to I Io H.B. I i 4" concrete slab with fiber esh OR 10 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I of Ic II FI I /\I O i m li° I v FI I 0 I ° 4'-0" I O I ® or --� ——� to Or o A/C FI I #1 4"0 Steel Ballard I I F5 0- Filled w/ Concrete ® OCP OI O °- I I�ia�1 It I �vIn I QW I I nab E,o 93 � 1 - �Ey I I la I �.4 I L _ _ �1 I of oo oo� I o" I I I m\ D I I -iI I O\\ I ❑° O v3R O I N `u0 E I \ FI o\ N F51 `---_-r-_---_O I F5 U0 v W I - 0 0 l i l l s O 00 (L LU 0 FS Recess for O — — — — — O 00 00 Garage Door DD 00 — — ° ° — — — — — — — — — ° J� 9 9'-O" 6'-2" -6" 6' 1n" with concrete and (2) #7 bar -overt. ti94!( into lintels above FILE CF! A 0 FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8F8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage [MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" Braden t Braden AIIA, FA Wgnne Building Corp. Date Drawn : Revisions Sheet Comm # Architects - Planners S.E. Coconut Avenue BTel L The G r a r d C a r l t or � LEFTE 5-9-11 Drawn 3. 12 — 2,0 Tel (172) 281-8258 U. C.C.u. Fax (172) 28�-8283 Spanish Lakes Checked by: E-mail: bradenaiaicomcast.net Stuart FL 14994 #AAC000032 St. Lucie County Florida _ D_iR.B. OF 5 ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6 6 8d ring shank 45 psf Zone 2 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Ver,fu with Plan II� 12 "x 12" 1I Column Block v#7 7 Rebar Rebar 48 Bar Dia. Min. Overlap to lintel /4ttachmnt Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crate = Y BUB-OB/OT precast - - lintel set in mortar _ Min. 8" Bearing - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. divide PT Buck :ached per jamb ails into filled ci 4" Pre -cast Sill Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie •filled cell steel into continuous Tooter steel. Concrete Footing (awe Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: I/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" of c Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss NTS n TRUSS BLOCKING DETAIL At GIRDER STRAPPING AT CENTER BEARING POiNT 1/8" thick light textured stucco installed per ASTM C 921 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nods. Substrate to be 19/32' COX Plywood nailed at 6" O.C. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12!' o.c. In Field. Attach deck to trusses using attachment detail on this sheii Additional Precast Lintel _ �� �� #5 bars = )_Intel Bar Clear A B Length Length Span Bars Bars CLEAR i i i i i i 2'- 0" 2'-8" '-6" 2,93 nose 2'-2" 2,93 Hale BPS-OB/IT BPS-IB/IT 818-IB/2T Additional 3'-10" 2'-8" 2,#3 none #5 bars CLEAR::....,.:.{ ',+..i;` 4'-6" 4'-4" 3'-2" 2,#3 none ' One Row of "H"""' "< Block Above i+:,i'{>'� 5'-4"noire 5'-2" 4'-0" 2,93 5'-8" 4'-6"2,#4 more k,J4 Precast Lintely 6'-4" 5'-4" 2,#4 nose s tt5 bars 1'-0" 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T NOTES: 1'-10" 7-0-2,#5 Hove I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for rein). steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE, Mark Window a D Unrt Width Lintel Size Cast -Crete Specification " Rows of H Block Above Bottom Steel Size Top steel SQd Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Laad (PLF) L22 2'-2" 3'-1." 8FB-OB/IT I #5 3049 1549 1024 L31 T-6" 2'-B" 4'-0' 8F8-OB/IT 1 95 2541 13L3 163 L45 4'-5' V-10" 8FB-OB/IT 1 #5 1105 409 339 L50 5'-0" L'-L° 8F8-OBAT 1 #5 1238 835 121 LLO 4'-8" T-V 8P8-OB/IT 1 #5 1011 121 594 LBO 8'-0' 9'-4" Bfii /2T I #5 2 #5 152 591 512 L90 9'-O" 10'-L° 8F8-IB/2T I #5 2 #5 L43 530 40I L90B all 10'-V BFIL-IB/2T ONE I #5 2 tt5 1533 1183 401 1_I00 IO'-O" W-4" BFe-IS/2T I s5 2 #5 582 1 494 452 LIOOB 10'-0" 1 II'-4" BFI4-115/2T ONE 1 #5 2 #5 131.L 1028 452 LI20 IT -ON 13'-4" 8FB-IB/2T 1 s5 2 #5 411 428 324 L120B 12'-0" 13'-4" 81cIL-IB/2T ONE 1 iiii 95 2 #5 1015 110 324 LI40 14'-0" V-4" BFIL-IB/2T ONE I s5 2 #5 1250 409 259 LILO IL'-O" ]T-4" 8F8-IB/2T i s5 2 #5 300 192 194 L160B IL'-O" IT-4" BFIL-IB/2T ONE 1 s5 2 tt5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CCRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1,1'-0" LONG ARE TO BE lVRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. Islolbs. upllft Aluminum Drip _ Edge t Fascia 2" x 6" Sub-F Kaycan full o vent vmgl soM using 1/8 din shank x I5" laxroofing nails with 3/8' din. hi product approval - see chart 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 45 bar continuous BEYOND Top of footer C below finished floor 12 4� 1/2" thick stucco on attached to fic izonG framing with nails or no less than 1-3/4" horizontal wood framm into vertical wood fr Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ru"� at each web hi -rib lath vertical wood s to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan Poured Coi concrete b Poured Concret, concrete block u Concrete Manufacture chars Par specs lax. Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See 74pical Stud Detail 7/8' x 3/3R" Wmg Nut w/ appropriate Washer and spacing per manufacturer's Details —.09q" 'c c m Stud Detail Stud w/ Die Cost zinc NTa Nickel Plated Wing Nut IPr Brace Gable end with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEEi —E-D WOOD TRUSSES > s 24"o.c, TYPICAL ( shop drawings by manufacturer ) in N � y,i X a3 O( rn N � F_ `dia a L a Tt N N tj O s3 m u p O r- E _ °p O N a C N L Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss "\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. Substitute precast lintel filled with concrete and (1) #5 bar cont, for bottom row over openings I/2" drggwall over I" x furringg strips ai 16" o.c. with R4.1 frfod --insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" onlyy proportioned� �pper FBC R601.1 and Mortar joints shall cornp,i wrth FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 6/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or In epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. pp g lbs. upllft 603 ILE IS WIN Mind. 0, M a 1111 ME MIN 11 ON INA E WA, IMA"All 111111111111 INA Irim MIN 11111 Jill PIII cell with concrete and O O j� f� (1) #5 bar vert. (typicaD' LN f--� HETA 20 O N F_ W O Q w N d) = X L r O�rn N � Q 00 O 41 a a T 0 d) (6 u .� O E v w pO 00 to Iq � u N L L � r O Q F'- FILE COPS' spacing 48" unless othearwexceed otherwise noted Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with esh OR - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L" L"x#10/10 WWM on L mil mil ViVlsqueen over clean compacted termite treated Fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. —����_��������— — ALL TRUSS TO TRUSS CONNECTIONS BY I IIII III EI fl IIIIIIII IIIIIIII ) III I — J11 11 IIII =11 1 i 14e Fi "—� h IIII=IIII 3 Typical Section at Front i'orch _ ii Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-82GS Fax : (112) 281-8283 E—mail: bradenaia5comcast.net Stuart. FL 3499L UAAC000032 #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 TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD_ SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION WgnnG Building Corp. Date Drawn Revisions Sheet Comm 4 5-9-11 The Grand Carlton GAGE Drawn by: "c.u. - 12 — 2 � Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 PANEL "All circ# Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 Poles BR Load Wire Description tire# 2 40 1.0 kw as A/C comp 1 3 q Range #6 12.0 kw 50 2 2 30 4.5 kw #10 40 gal. water HTR 5 L 1 8 1 20 1.8 kw #12 Pump 9 1 10 Dryer #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator tt12 1.2 kw 20 1 1 20 1.3 kw 412 Kitchen S.A.C. 11 Is Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 2i 28 Recepts 312 20 1 1 20 #12 General Lighting - 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GPCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3-7 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting 412 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3 watts sq. ft.). . . . Small, .A.ppllance, C.ircult(s), ..... ........... Range ..... .................. .................. ... .. ... Refrigerator ..................... I ............................ Microwave DishWasher ....... . Clothes Washer ................................................................. Clothes..D..Wer................................................ Water Heater ....................: ............ ........... ....... .............. Water .Pump .................. ................................ Garage Door .Opener 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4.500 1 1,800 1,800 1 810 810 Total Zatts 3-1,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 2 i,415 e40% 1 0 lo'%4 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol legend S Single Pole Switch ® Recessed Can Light 53 Double Pole switch ® Egeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle 0- Wall Mounted Light with Pull Chain (attic) =.ec U.P. Gr® Waterproofground fault circuit interrupterPC Floor Duplex Outlet © Computer Connection Jack cm Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac E:14 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC DSc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sPICR Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI 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/ PBC RM1602 10. A/C Refri erant 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 fully operative. 13. Contractor shall pay for all fees, permits, testing. and inspections including blower testing where requrredd 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. 16. 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. Vent-thru --- Soffit A/C 163 CFM IOxIOX4 MASTER BEDROOM 163 CFM IOxioxt 12xl2x9 B/A F 1 F 1 12xl2x9 B/A CLOSE IX 1109ATH \\ 10• I ° Meter 150 el Panel RM X1 --r--ro 07- w.H. 22' x 54" I Attic Access with light -- - - - � GARAGE MECH,4NIC,4IL L/4YOU7 ALE: 1/4" = 1'-0" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall fu nish and install all items for a complete electrical syst m and provide all the requirements necessary for the eq ipment 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. 19. The electrical system shall be complet Iy and effectively grounded as required by the latest edition of the N-E. 20. All material shall be new and shall b ar 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. 25. Dryer Vents to be installed per FBIC RM1502 PATIO/SLAB I CAR IAT ROM I I I Center Registers It"! CFM on telling fan IG9 CFM IOxio I � IOx10xl �iPl 12° 91 I DINING ROOM ,.,V�., 10 �� I IIL �IZSI 4 1 I 232 CFM `VI 1 12xLx7 IL-�T V.• J SECOND BEDROOM I j 12xl2x8 �1 B/A COVERED PORCH -H.B. Vent thru poifii A/C disc. ISO tt2/0 Aluminum feed AMP I %," Conduit MCB PANEL M TE AHU 2" PVC ( FPL)-� 2" rigid service PPL to u5#concrpebar i e slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart_ FL 34996 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP Gr Install oulet under disc. not shown I clarity _ 0 I v- ECTRIC�4f= PATIO/SLAB SCALE: 1/4" = I'_O" Attic V&ntlng Calculations FBC 2309.1 Total Attic Space = 2124 sq, ft. Venting Ratio 050 = 194.1� sq. ft. required Frovide A Continuous Vented Soffit Wgnne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Post Light with Photo cell l 6'-3" 0 I h H.B. Exhaust Duct Thru Soffit Wire For Front Post Light feral ® IP 5r h , Date Drawn : Revisions Sheet Comm 4 5-9-I-1 GARAGE Drawn by: LEFT C.C.U. E 1 12-2� Checked by: D_R_B_ OF 5