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HomeMy WebLinkAboutBUILDING PLAN-C � ��W 5 ) DEC 2'Z')2017 PERMITTING St. Lucie County, FL 8'-I" T.O.B. 0'-0" = Finished Floor 12 4 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal I roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood neck using #9 wood screws with self sealing washer at 12" o.q. max spacing over (tgpe 2) 30 lb felt underlagment Installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 5" ring spaced C o.c. at all laps and two staggered rows 12" o.c. fie deck to trusses using attachment detail on this sheet C 'fHBq�p�K� 10 AN �NSpSOY �ii`�j , 1 �� �` �N CSS��pp�yt'r��•�OES O 5/ " thick light textured MA Y St1H 4. stucco on typical concrete (block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" ALL MANUFACTURES LASLES SHOWING U FACTORS AND 8HGC COMPLIANCE WITH FBO ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NOTES: .H. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v 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 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 r` in field. Attach deck to trusses using attachment detail on this sheet ' OElC 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at +12 unless otherwise noted ,A h t th I L. II b b tt d t th li t t Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 n!, c a n g e S o 10 p UT a e IL/ e r I...e c S ou 1111 Q. a I 26 ga. 5v crimp metal roofing attached to plywood d wood screws with self sealing washer at 12" o.c. max spacing ck using 49 x 1.5" over ASTM D for approval 1n writing prior to starting construction. (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails /� - Return ALL Stucco Bands into Window or D oor. . spaced 6" o.c. at all laps and two staggered rows 12'1 o.c. in field. Attach deck to trusses using attachment detaI on this sheet{ 12 SLOPE 4 12" 5/8" thick x 8"w cut 2" H. coral finished stucco bands H. '3 3 5/8" thck light textured stucco of typical concrete blocs construction ----------------- L.nn_.,.:...- 14-- C JJITY, FBG ENERGY C00r ;v113ST EMAIN ON ALL DOORS AND WINDOWS RIGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows k Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glees Attachment method Es Sptratio Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hun 9 9 Series IB5 MI Windows and doors i x gpcorm q n . pq ra tion at me ror eacq corner end Egos. tMreaal thrwgR 7 Buck into so(id linrd CMU cell maint n sun 2.5' a dutarce m etnct adherence to the product approval. ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width 16'-0" max height DAB 6 bar V ,,, 4 3/9' . ' ",�wU WLC Sis it.w i w e. r�i s�� x 15 lull thread ias .�,... m ..rn a aaet s�semaa a .r Li •da• dmtence - Gic to arnsq &&We w product approval rKIG i/li.• K M r4 10-9-21 + 50.0/-60.0 psf B FLU 14414.1 Fiberglass Desn Smooth Pro/ Jeld-Wen Eleo 1/4' dia. tapcon with min 1.25' embedment at 3" max (rpm corners and I1.5" o.c, max thereafter in head and samba. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors i x cone u K en aeon at max. ran esft corner end ig o.c. all dou�le row t�area ter through PI Buck into solid filled CMU can maintaining min 2.5' edge distance in strict adherence to the product approval, ± 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method E�p irstion Date Design Pressure of Approved Testa 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) a10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Cnmp Metal Roofing Gulf and Coast Supply manufacturing woodascrews with self lseaa ng gwasher et 12 olc maxmood spacingnoverr 11 ASTM D Itgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 0 end laps fastened with corrosion resistant tin cape and with 1.26' ring shank nails spaced G ox. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail cn roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit y Kagcan Install using 2' x 2' battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.I i x 1.5'.lono rino shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Rii ) SCALE: 1/4" = 1'-0" 2" x 4" top plate __ OWORK AIl.PRORfLCT10NS . 1'IO ANY O�C 1Cgg1HAi a fiECii%IPfi �SARYIN�RBLEC" �=5. �aY u .,�it� r,.4APP1l0 base -board cONCEAl.EO FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORO 5/8" thick x 8"w cut coral finished stucco bands -0" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at W' o.c. 2" x 4" P.T. bottom plate 12 SLOPE 4 \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v 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 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNED BY St Lucie County CT i/7W;C?O N7Y VLDING DIVISION REVIEWED FOR COMPLIANCE REVIEWEDY DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts Braden it Braden ,AI,Ae FA Wynne Building Corp. Architects - Planners - S.E. Coconut Avenue The Grand C i t Tel el (112) 281-8258 _ a r On Fax (1-12) 28�"1-8283 Spanish Lakes E-mail: bradenaia comcast. net fit. Lucie County Florida Stuart. FL 3499E #AAC000032 fi 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. 12 SLOPE 4 thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCALE: 1/4" = 1'-0" 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: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure C ilifrcient: ± O-I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: V-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.12E ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.61UL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof one: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 paf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 Pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walls Considered For Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 paf FLOOR LiVE LOAD: -15- psf FLOOR DEAD LOAD: l0 per JOB ADDRESS: TO E17 PITCH 0 = Roof Zone I Walla Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 MODEL: Date Drawn Revisions Sheet Comm # 5-9-11 GARAGE Drawn by: RIGHT C.C.U. 1, 12 - 2 7 Checked by: D.R.B. OF 5 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = I' -Oil I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or -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. 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. II_ Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Bullding Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.( 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per F 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31( - see permit info box of code edition I8. Gyypsum board material shall conform to ASTM C3L, C19, C415, C514, C630, C931 C`40, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr,wall Thickness V Location Orientation Framing Member Max. spacing of fasteners µail sizing options for installation of drywall into Maximum wood rraming members Nails Screws Z x min. thickness Ceding Perpendicular 24" 1" 12^ 13ga 1 3/8' long with 19/64" head OR 0,098" diameter x 1 1/4" long annular -ringed or Sd cooler nail �2 OR 0,080" din. x 1 5/8" long with IS/64" head Walls Either 16" g" I6" Direction OR Gypsum board nail 0.08C dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8'011oong with 19/64" head 0,098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR e 0,092' dia. x 1 1/8" long with 1/4" head Walls Either 16" all16° Direction OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. q., RASH POST DETAIL N.T.S. 36" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksl steel plate) 302.9.1 R302.9.2 I" x 6" P.T. Buck block with case han prior to door attacl Install SGD thru buck into block with 3/16,, tap -con with 1 1/2" penetration at 6" o.c. m x. from each corner and 20." o.c. Imax thereafter at head per product japproval Use 3/16" tap -con with 1 1/2" penetration at 6" o.cl1 max. from each corner and 20" 9.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -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 84 Insulation shall comply with F.B.C_ R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 a. Sv crimp metal roofing attached to plywood deck using 49 x I.5" (type 2)e30wilb felt u derlaymenter at installedl with min. 4ASTM 0 ' side laps ra and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6 o.c, at all laps and two staggered rows 12" o.c. in field. Attach dpeck 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. 18101bs. uplift Aluminum Drip ia S Edge 6 Fascia / 2" x 6" Sub -Fascia Kayean full o vent vingl soffit using 1/8" dia shank x 1.5' long roofing nails with 3/8" dia. hea, product approval - see chart a 5/8" thick light textured stucco on typical concrete block construction #I 12 #S bar vert. w/ 30" overlap at each filled cell W ood Base Grade III ,,IIII II �� II - - III I I'f" TYFICAL SECTiON PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass yin bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each ros. Substitute precast lintel filled with concrete and (U #5 bar cunt. for bottom row over openings 1/2" drywall over 1" x furring strl s a 16' o.c. with R4.1 Erroll -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M' on proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and (1) US bar vert. (typical)- -Ma%. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 all Visqueen over / clean compacted termite treated fill � IIII 1111= T= 14" x 14" Concrete footing with (2) #5 bars cont. and U5 t€pnsverse bars at 48' o.c. Scale : 1/2" = 1'-0" %2" to Masonry Beam / Wade Head fixed door sliding door I v2" Bottom Track Sill Sllding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1+4 sq. ft. Front Porch = AI sq, ft. Rear Porch = 200 Sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JIL I I I I 2(' VTR JL Masterr��� Bath Lay. 2" Lay. 4• 2" VTR AL 3. 3" I I 2" Sher. 1 3• % KiL. Sink I Kitchen 2' I I ' I I Lay. r4 3" W.C. Bath #2 shwr. 3' C.O. To Septic RLUMBING RISER 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 0 o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule lark Size Rough Open. Window Description PRESSURE ZONE I. -5%'x 5'-3%a" 54%d'x 63/4'' Single Hung ZONE 4 2• '-2'/e"x 5'-3 %' 15" x 63 %q" Single Hung ZONE 4 3 -2" x 3'-2 1/2" 21%2.'x 38Y Single Hung ZONE 4 4. '-5%s"x 4'-2%8" 54%w"x 54Ya" Single Hung ZONE 4 ALL and 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 lark Size Rough Opening Door Description PRESSURE ZONE A '-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B '-O" X 6'-8" 41'/4k 83�4" Fiberglass Panel - Inswing ZONE 4 C '-O" X 6'-8" -14" x 81 %2' ai ac.wtaa Sliding Glass Door ZONE 4 D '-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" E -6" X 6'-8" Solid Core - Wood - 6-Panel F '-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold Ca '-8" x C-8" x I %' Solid Core Wood, Steel, or Masonite Door H '-8" X 6'-8" Solid Core - Wood - 6-Panel J '-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K '-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold a V EE OE (]q: I EE iv EGRESS 12" x 12" concrete column block filled with concrete and (2) #1 bars vert_ tied Into lintels above 0 o Covered Porch 12'- 8" E 1 E b 0 © E MASTER BEDROOM W-o" to 9'-�" A.F.F. At Cn Vaulted Ceiling 8'-O" A.F.F. h Flat Cinge LL� CzR�AT RG�OM o o I I N Rod Shelf E Vanity to be I r 1 34 y2"high I s m H.B. I � u) I b- _I L SET ' o 8'-0" to T-8" A.F.t�Z 2" x 6" knee -wall o below counter top OL O M Vaulted Ceiling I I rr r DiNING ROOM L - - - LINEN I 6 F 8" Rod Shelf ABINET H a 2 x Co O E Q j Dw-7 Q OWL E O /� Vanity to be I i �� ° BAT w 34 %z"high 1 ✓0-03 I ~ v High Wall o I 3'-8" KIITCHEN "' I _ Vent C ryer i,i J throug wall - - 1 - - Cverfiang 8'-0" A.F.F. iv ° Flat Ceding - 0 H. E 4'-I" 10'-S" -O" I O Upper cabinets to extend over Ref. IV v in 1 1 2" filler" �3ATH Qan e Ref. a - c ` .- - - 4' -0" v hem• O Rod t Shelf d -- - - -- ® N ry H. Batta aulaUon ko O I A/ O _ 4"e Steel Ballard # 1 ,`aef detail gn this sheet N O rc Attic Ac ess I Provide auto with light I closer E a Q L____-� E 8'-O" A.F.F. I/-- 22" co W U-vU U c Flat Ceiling 4" 150 mp i a 1r-6° 6-_0'� a Panel Met er ~LLN m� SECOND © m aleO m ry BEDROOM E ERGEN Y GARAGE _ GRESS (DF11 11T LE)E 8'-4" A.F.F. O E E r E Flat Ceiling O ry N E � Q E EGRESS r---- ----1 I O If IfEE Block wall in m � E co)- i garage to be I - struck block 1 O O I I O C V E R D I I O 12" x 12" contraa column block filled I ith concrete and (2) #1 bars vert. teed R C I 4'-6" Ln into li tels above I :a C '-6" 6' 2" I I � I 1 I ° E O N o EE EO EE EO 2,_8„ 2,-8„ 31_S,, 5'-4" 15'-10" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT ALL Exterior doors to withstand pressures stated in permit info Varies box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All ouch opening dimensions to be verified by contractor Detail at Windows with j manufacturer s specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 287-8283 E-mail: bradenain5comcast.net Stuart. FL 34994 #AAC000032- 1"x4" P.T. Buck nailed to block with case hardened nails trior to window attachment NTS Wgnne Building Corp. The Grdrd Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION MODEL: Date Drawn 5-9-I1 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Attach buck to block wall with 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 arias #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment Revisions : NTS Sheet Comm # 2_ 112-21 OF 5 2. 3 4 5 W TRUCTURAL NOTES: 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. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALLS BE MIN. 3000 PSI L3000 COLUMNS, L4,000 MIX AT 28LL PSI GROUTND OR 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 4 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 is. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR M. FOLAD/4710N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4i PSF WIND VELOCITY = ER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A -IL, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES cHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND S ECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PIOTECTION 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 LUMBE R SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHER PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONT CT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ASTENERS 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 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision �f. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side Of Openings from �'-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 other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. 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-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell sue■ EE TYPICAL IECTIONS 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Viaqueen over clean compacted termite treated fill _ 1111— 1L'Z';41, w x 14"d eoneret# monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-V 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan „ _�� (2) #5 bars cont. bottom steel 12" ETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) Wl bars vert. tied into lintels above Top of footer 10 below finished flc a Verify house slab height in field P 30" COLUMN_ FOOTING DETAIL bGALtc 1/.2 = I - Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE 001 _ — — SCALE: 1/4" = 1'-0" ermite Protection for New onstruction. 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 treatmen area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 4" concrete slab with fibermesh OR 6"xL" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ G wn. SCALE I I/2" = I'- °E TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ox6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14 d concrete monolithic footing wi h (2) #5 bars cont. 14" ARAGE CURB DETAIL 1/2" = I'- 2" x 4" PT wood secured with \ 3/8"dia, x 6" anchor bolt at Is', o.c. overhead door tack secured to wood jamb per manufa turer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET Ul. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAK3 AND MODEL. NTS u d 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 #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 20'-0" — r- — ° ° I Filled cell under I girder above i FI I E o m I 4" I 0 I Rear Patio/Slab 1 _to be poured separate L , [7/ from the house slab. Iry IE Er I Thicken footingg to I L 24"w x 14"d x 24' a under filled cell FI I I O0 E � E N �� under girder bearing. — — — — — J Rear Patio/Slab to - ° I be flush with bottom of E i sliding door recess. 1 - I Slope 1/2" �v n a! 00 Nu_ —i ' I of I FI I E 32, H.B. 4" concr to slab with fibermesh OR I 6"x6" 410/1 WWM on 6 mil Visqueen over I clean co patted termite treated fill7 \Jim FII o ❑I i� � o 1 �- I °�I m �E I I ° ° FI e. I O EI A/C #I I I H. ------ �- —�❑ 4"(P Steel Ballard I o �I i 1 ®filled w/ Concrete F 1 tr It 0 vm � CO I -J I I vvt I V) N v a I I I t� E o W'fi 3 �E❑In E to / R5 r - _ E�� o I° FI / 00 U - EL--_—_ _—_—_—_—J E i ❑ E ° _ I 111 EE o LL U: LLI12 r � I � I I� v7 8 r 4 Et---- Recess for FS --------- °° --- EE DO Garage Door 00 00 3 F 2 T 3'-5" 9'-O" \12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above 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) #5 BARS CONTINUOUS Q 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 U5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Braden it Braden AIA, PA Wynne Building Corp. MODEL: DategDr;wn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue The G r d n d Car I t on E RIGHT Drawn by: 12 - 2 7 Tel : (112) 281-8258 C.C.J. Fax (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaia comcast.net St. Lucie County Florida OF OF 5 CI FI 'A4cI ttAAC000O32 ROOF SHEETING ATTACH>IENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t ese plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I 6 611 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 1L psf Zone 3 4" 1 41 8d ring shank 84 psf ** Zone 3a 6" 6" 48 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 Provide U5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel Into continuous beam block steel. Provide Cast -Crete LL` SUB-OB/OT precast - - lintel set in mortar Min. 8" Bearmg - LL Provilide #5 bar set in pre -cast lintel! into beam where length of the obenina calls for it. Provide PT Buck attached per jamb atails Into filled c 4" Pre -cast Sill \ Filled Cell Provide 95 bar& with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel, SINGLE PLY REAR GIRDER TRUSS — Nail 2" x 4" blockipp to vert. leg of truss with 10d x 1.5 nails at 4" o.c. Verlfy with Plan Concrete r 12"x 12 Install Simpson MGT into wall using -5/8' dia. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss Rebar Re -bar 48 Bar Din. Min. Overlap TRUSS BLOCKING DETAIL Column to Lint&l Attachm&nt AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 COX Plywood nailed at V o.c. in filled and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.1 26 ga. 5v crimp metal roofing attached to plywood deck using 9 wood screws with aelf sealing washer at 12" o.c. max spacing ova (type 2) 30 lb felt underlagment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.25" rim spaced (o.c. at all laps and two staggered rows 12" o.c. in IF deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bare Ie' r ' r'' fit:.:.,: CLEAR Lintel Length Bar Length Clear Span u n A Bars u n B Bars I'-6" 2 u3 none 2'-10" 2'-8" i i i i i i 3'-L" 3'-4" 2'-2" 2,43 none i`----' i`----e `----� BF8-OBAT BFS-IBAT 8F8-I15/2T 4'-0" 3'-10" 2'-8" 2,43 none Additional 4'-6" 4'-4" 3'-2' 2,43 none _ #5 bars i "':f;` CLEAR ne Row of "H" '. Block Above 5' 4a 5' Z,i 4'-O" 21t3 none 4'-4" 2.44 none Precast Lintel r 1 ';i. •. r Additional - i =• ,.; A ' •` 6'-6" L'-4" 5'-4" 2,a4 none i bars ' i 1'-6" 1'-O" 2,#5 none 8FIL-IB/IT 8FIL-IB/2T 8'-4" 1'-10" T-O" 2,95 more NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel=l.5" 2. min. bearing required 9 ea. end=8" 3. standard for reinr. steel=A5TM 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 slze Top steel 5� Max Gravq Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-6' 8F8-OBAT I 95 3069 1569 1024 L31 7-6' 2'-8' 4'-0' 8F8-OB/IT I $5 2561 1563 '163 L45 4'-5' V-10" I 8F8-OB/IT I 85 IIOS 909 339 L50 5'-o' a-v or8-OBAT I 85 1238 835 T21 LLO 6'-8" T-6' 81101 I s5 1011 121 534 Leo 8'-0' "ll 8138-I19/2T I #5 2 s5 i52 591 512 L90 111 10'-6" BF8-8/2T I #5 2 #5 L43 530 401 L90B 9'-O' 10'-6" 8FIL-IB/2T ONE 1 #5 = s5 1533 1183 401 LI00 10'-0" II'-q" BFe-IB/2T 1 #5 2 s5 582 1 494 452 LIOOB 10'-0" II'-4' 8FIL-IB/2T ONE 1 #5 2 s5 1366 1028 452 LI20 12'-0' iv-4" BF8-8/2'r I #5 2 s5 411 428 324 L120B 12'-O" 13'-4' 8FIL-I13/2T ONE 1 #5 2 s5 1015 110 324 LI40 14'-0" 15'-4" 8FIL-I115/2T ONE 1 #5 2 s5 1250 L09 259 L160 IL'-0" IT-4" 811128-8/2T I s5 2 SS 300 192 194 LIOOB IL'-O" IT-4" 8FIL-IB/2T ONE I s5 2 s5 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 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 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fascl Kagcan full o vent vinyl soffit installed urr�g 1/8' die shank x 15" long gals. roiling 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 vent. tred--- into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor ta Aluminum Drip Edge f Fascia M D end nails Flash and Counter ttach flash Nail ledger to gable end truss with (2) IOd I at each web 4 1/2' thelt stucco on 3/8' hi —rib lath attached to horizontal and vertical woad '\ framing with ni or staples provide framing 1-3 less then r penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 bar vent. w/ 30" overlap at each Filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan '* Poured Ca concrete b Poured Concrea concrete block u Concrete / Manufacture chore Per Specs lax. Flush Mounted Shutter Detail Aluminum Panel Srzes per manufacturer — See Typical Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manufaL ' 3 0 JJII� Stud Detail Stud w/ Die Cast Zinc Ni Nickel Plated Wing Nut 14. ntS Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 61 24"o_c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cant. in each row. Substitute precast lintel Filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type M. only proportioned er FBC R601.1 and Mortar joints shall conply with FBC <�L01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) (V W c F u Simpson HETA 20 Strap truss to wall usingg Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod wlth min 12" embedment ( 24" o.c.) SU Ortin Max.nto PP 9 BX. (22) beam either wet set or in IOd nails into truss_ Add epoxy with blocking to 1810 Ibs, uplift ETA 20 truss leg per detail on this sheet Old Nil Gulf Coast SuDDlu and MPG S,ol Crimp Metal roofinci FL Ullf5l.12 wc'70cf i5-crews with selfusealing w.-.sher at 12" o.c. max 5�acmg over ASTM D ialig,%2 30 lb Felt underiagmaLit installed with min. L4 side laps and C' end tamed with corrosion revatant tin caps and with 1.259 �nci shank nails with light i FIII cell with concrete and R O O F F (U tt5 bar vent. (typicaU. f4 (IiETA 20 a) to � X L N � v.J 4.3 L� a� O N aj L n, O vOD �C4 Brace Gable end 4" SYP #2 min. nailed to bottom rds using (2) IOd ails at each truss 9 FILE Cry tl g anall not exceed 48" unless notherwise notedWood Base seefoingundationAlas notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET / spa 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET / VxC' #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE �4 HVIIINPNFEIIII! I I I III- i1 I I 1-i IIILIIIIi,,.1111-1111 TL�alcal Section at Front Forch Scale : 1/2" = 1'-0" Braden It Braden AI A, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenataOcomcast.net Stuart_ FL 34996 UAAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY 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 W(gnne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm u 1 GARAGE Drawn The Grand Carlton RIGHT Drawn by: c.c.u. 04, 12-27 Spanish Lakes Checked bg: St. Lucie County Florida D R S. OF 5 PANEL "A" circ# Description wire Load BR Poles Poles BR Load Wire Description mire# 2 40 1.0 kw #8 A/C comp 1 2 AHU #Io 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 G Ran a #G 12.0 kw 50 2 1 e I 20 1.8 kw tt12 Pump 9 10 Drf4er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 012 1.2 kw 20 I 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts 912 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recapts #12 20 1 1 20 1.4 kw #12 25 24 Recepts all 20 1 I 20 1.92 kw #12 21 28 Recepts #12 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 GFCI 012 20 I I 20 #12 General Lighting 35 36 Bathroom GFI 012 20 1 I 20 #12 smoke Detectors 31 38 General Lighting #12 20 1 I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General. Lighting ,(3. watts. sq. ft.) . . . ...... . .... ..... Small Appliance_ Circult(s). .......I .......... ......... Range .. .................................................. .Refrigerator ............................ I ......... I ............ Microwave Dish Washer ................ Clothes..Washer.............................................. Clothes, .Dryer ...................................... ......... Water Heater Water. Pump .................................................. Garage _ Poor 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 1200 1,200 I 6,000 5.000 1 4.500 4,500 11,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 21,415 11140% 1 0 10,96L Electric Heat or A/C 10,000 965% 1 10.000 10,000 Calculated Load Watts 30,944 Volta e 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps lectrlcal S mbol Legend 1 S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eueball Recessed L Fe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =E) Waterproof ground fault circuit PC I Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Electrical Panel Electrical Meter Ceiling fan A/C Disconnect Q Thermostat m © Central Vac g ® Smoke Detector QQ v�}w © Television Jack Telephone Jack q pSC ® I x 4 Florescent Light ® 2 x 4 Florescent Light \ SPKR Speaker Hook -Up 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. S. ALL bath and kitchen receptacles to be GFI protected. L. 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 RM1G02 10. A/C Refri erant lines that are run thru slabs must be sleeved in A'VC 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 full operative. 13. Contractor shall pag for all fees, permits, tes�ing, 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 liabilitg and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workman hip free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of arIg other phase of installation that mag have been damaged. H.B. Vent _thru___ SOfflt PATIO/SLAB Center R 149 CFM on ce IOxlOxl i� DININ ROO I Grt 11AT RgOM I I I ng fan 149 CFM ng fan Oxloxl I - - - 8 x4 I f��I'�A I AT j 5" 20xQ0 i I I T IG" I f 232 CFM 1 j11 12x6x1 I L 141 _ SECOND % BEDRO M 12xl2x8 B/A I 1211 M 10 CFM IOxIOY4 MASTER BEDROOM 163 CFM IOxlOx6 B/A i�� ------ ----- a� 12 B/A 0 r.4 LOSET 8 CF --ru 3r--1-- Lu22' 41H- x 54' Attic Accesa with light COVERED PORCH M F. C �--1 /4 N I C /4 L /4YOU7 I-7. It is not the intent of these plans to show a erg minor detail of construction. The contractor shall furnish an install all items for a complete electrical system and rovide all the requirements necessary for the equipment o 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 completelg and effectivelg grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear unde writers' labels where applicable. 21. All equipment and panel sizes shall be verifiec before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for o the plans or as selected bg others. 23. All raceways and pipes placed in or through ang concrete slab shall be spaced a minimum of three dlame�.ers 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. Drger Vents to be installed per FBC RMI 02 dr --- Vent -thru Soffit 150 Amp Panel d Meter GARAGE r----------------- 1 I I I I I I I I 1 I I I I I I I I I I I I I A/C disc. ISO #2/0 Aluminum feed AMP I '/2' Conduit PANEL M TE AHU 2' PVC ( FPL 2" rigid service FPL Sa05tteontPPe�ariin 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 it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 UAAC000032 21- Exhaust Duct Thru Soffit - Wire For . Front Post Light PATIO/SLAB ELECTF,:)IC/4L PL,4N 6'-3" MM Post Light with I Photo cell W6nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity SCALE: 1/4" = I`011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions Sheet Comm # 5-9-I1 GARAGE Drawn by: RIGHT C u ; - 1 12-21 Checked bg: D- R.B. OF 5