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HomeMy WebLinkAboutBuilding PlansNOV 2 7 2019 5T. Lucie County, Permitting Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 31:11651.12 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 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 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 o on typical concrete � �. �. block construction ------- - - - - - - - - - - - - - - - - - - - - - -- % 5/8" thick x 8"w cut RIGHT E L E \/ A T I O >\l coral finished stucco bands 12 4 1 SLOPE. SCALE: 1/4" = 1'-0' 12 SLOPE 14 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G 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 SLO�� W-1" T.O.B. 12" 12" H .H O El O O'-0" = Finished Floor IL Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction ELEVATION NOTES: REAR ELEVATION - Overhangs at I'-O" unless otherwise noted on Roof Flan - Roof pitch at -f:12 unless otherwise noted - Ancg changes to this plan shall be submitted to the architect Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 for approval In writing prior to starting construction./� Window 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Return ALL Stucco Bands Into or D oor. . 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.e. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE SCALE. 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2t 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 IIIfelt underlayment installed with min. 4 side laps and 4" 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 x 8"w 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 Sd nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails Into truss webbing. '-r' T.O.B. 12„ .H. O.H. ■ 5/8" thick x 8"w cut ❑.,, H 5/8" thick x 8"w cut❑J ❑ 3 coral finished stucco bands coral finished stucco bands ®®� ® .: a IU 3 A 5/8" thick x 8"w cut -.... coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction Jill era a Finis ed Floor = Finis Floor - - - - - - - -O'-4" A.F.F. 5/8" thick Ight textured Finish Columns with stucco on typical concrete coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NUMBER Product Model �( Manufacturer Glass Attachment method rSpuction Date Design Pressure of Approved Testa 1,2,3 E4 FLU 239.3 Single Hun g g SH-l00 Impact PGT 5/14" 1/4' dia. tapcom w/ min. 1 spaced per product approval. min. edge distances specified 3/8" penetration to be Contractor shall adhere to in Product approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB i s���r' 1. sti"cr"`ir"'we sliftft iw is,. rD s u = i sir raI .a... mnr" ws. er % ,wise e.iwideadhW, rdae. smeW adhere toIn'Proa.m sir ar 10-9-21 + 50.0/-GO.O psf B FLU 146'14.1 Fiberglass gmooth Pro/ Jeld-Wen Elco 1/4' din. tapcon with sin 1.25" embadmant at 3" max from corrars and 11.5' o.o sax thereafter In Mad and jambe, + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGp PGT I' nom Type 'GSA" I/4" ilia tapcorm w/ inn. 13/q penetration to be spaced pa preduet approval. Coitreetor shall adhere to min. 2 I/2 edge distances specified in Product approval + 40.0 PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Teats MullionsInstall FLU 241.1 1" x 2 3/4' x .315' PGT per fastener type and spacings shown in Table IA and IB n product approval on sheet 5 or 22. + 58.0 PSF ROOF FLU 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing ZL pa. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood scrsas with self sealing washer at 12" c.c. max a acing over ASTM D 1 a 2) 30 lb relt under) ment installed with min. 1' side laps and L" end tpP ag ap laps Fastened with corrosion reastent tin ceps and with 1.25' ring shank nmis spaced L' o.c. at all IT and two staggered rows 12' o.c. in field. Attach trodtruases using ITdetail an rod plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 VingModel vented Mod Soofffitt Kaycan Install using 2" x 2" battens at G" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12" clia. x 1.5" lona rinci shank nails with 3/8" da. head, +55.0/-36.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record } SCALE: 114' = 1'-0' 2" x 4" top plate 11 ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4' studs at 16" O.C. base -board � 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, FA Wone Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE STERLING Tel (112) 281-8258 _ Fax : (112) 28�'1-8283 g ankh Lakes E-mail: bradenaia comcast.net 'A gp Lucie Count Florida StiiArf- PL 4ggL ttonr�nnnnao 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4.12 Internal Pressure oe icient: ±0.I8 Subjectability to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.LWIL Components 4 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 E Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Components d Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? es Continuous Load Path Provided? e Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi SEE RODUCt APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 1Q psf FLOOR LIVE LOAD: -i�- Pat FLOOR DEAD LOAD. Pat = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones Roof Zone 3 JOB ADDRESS: �j c-, c MODEL: Date Drawn Revisions �� j [�`� Sheet Comm # 9-9-19 L 1- 1 GARAGE Drawn by: 3 I LEFT C.C.U. 4 IUEp FOR I Checked by: CODE COMPLIANCE B ©.R.S. ST. LUCIE COUNTY OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. q expansion bolts into slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. to 4. No dissimilar metals to touch. 2�2" 2�1" 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 o, ° 6. Drywall at ceilings shall be leveled and attached to bottom chord 4"/} v of trusses with screws per FBC R102.3.5. o 0 2� 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 H2.�,2i14"handicap accessibility requirements. �" 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 I-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 R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x 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. R31L - see permit info box of code edition 9 1 5 51 6 O 9 I 18. Gypsum board material shall conform to ASTM C36, C C4 G 4, C 3 C 3 C40, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C13% and shall be installed according to the following: (FBC R702.3.5) Dr wall Thickness Location Orientation Framing Member Max. s acin of fasteners Nail sizing options for installation of drµwell Into Spacing Maximum wood framing members 2" x min. thickness Nails Fscrows 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 Sod cooler mail /2 OR Walls Either IV all IL" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/80with 19/64" head ORng 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail s R Walls Either 141.a" IL" 0.092" dia. x 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into u o block with 3/14" tap -con with 1 1/2" penetration at L" o_c_ max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 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 accompanylng 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 5v Crimp Metal roofing FL 411451.12 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 A57M D (type 2) 30 lb felt underlegment 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 Simpeon HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 1 1/2" l 24" o.c.) supporting nails Max. 4 �- PRE-ENGINEERED TRUSSES 24"o.c. TYPICAL 18101bs. uplift at (shop drawings by manufacturer) Aluminum Drrp �� ' \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar Cont. in each row. Substitute Kagcan full o vent vinyl soffit installed using 1/8' dia shank x 15" long precast lintel filled with concrete and (1) #5 bar coot. for bottom row over openings gaiv. roofing nails with 3/8' die. head per product approval - see chart sheet III 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 frfod Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T ro and shall meet all pertaining ASTM codes. Mortar to be Typo M onlg proportioned per FBC R601.1 block construction and Mortar fonts shall comp, with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 5 bar w/ lap 30" overlap Fill cell with concrete and at each filled cell (1) #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" #10/10 WWM on L mil Vis ueen over clean compacted termite treated fill Grade _ III HIM I- "" I 111 11 11 � I I 1 I I- 14" x 14" Concrete footing �/ j\ I with (2) #5 bare coot. and #5 TI F i C A L SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" N.T.S. Head fixed door slidingdoor I I/2" I AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft, Total Cubic Ft = 11,192 2" VTR JAL I I I 21' VTR Masterr� JIL Bath ko W.C. ishn. W.C. Septic PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S 11 d 1 n g D oor Detail I penetration at L" ." max. fromom each corner and 20." o_c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%' 54ia"x 6314", Single Hung ZONE 4 2. 4'-2%a"x V-3 %a" 15" x 63 y4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%2"x 38%" Single Hung ZONE 4 4. 4'-5ia"x 4'-2%a" 54%a"x I Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer S specs prior to construction Door Schadule Mark Size Rough Opening Door Description PRESSURE ZONE A go -On X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41 %4"x 83%" Fiberglass Panel - inswing ZONE 4 C 6'-O" X 6'-8" 14" x el %2"den bat Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-on Solid Core - Wood - L-Panel U 2'-V X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold L I'-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction m 0 m i n O T n E Io w i S ril • A/C Meter O 3L'-O" 10'-0" 12, Opt. i1Wt Ei� EGRESS E O \ 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Ir-e° Covered Porch E Provide screen mfdl below O 0 I 6D MASTER v 1 BEDROOM �a" ha'-o" to 9' A.F.F. 8'-0" A.F.F. Vaulted Ceiling in Flat Ceding IT IL CRE ROOij f I E � I E Rod d half 1 6'-0" Vanity to e r I 34 Y2„lily I w I * v I w I (10 2" I $ 2" x 6" knee -wall w-Or to 9'-8" A.F.F. n ° ❑ r J 18[ below counter top Vlaulted Ceiling CLO ET I DINING - J BROOM Rod t shelf 8„ %e F: C I DW �' if Vanity to be 1 1 34 Y2 ,high 0 r ° 9Y4" 13-03/4" `n KITCHEN HighWall1 O v " O L 1- /2" °° N - _ 8'-O" A.F.F. aver -hang - - - Flat Ceding ° L'-O 10'-5" 4'-1" � B. O Upper cabinets to D �•II extend over Ref. 0'-2" O 3'-O"4"T13AITH - I K-" 7" 400 Steel Ballard See detail on this s e 1 Provide auto r 22" x 64 , Il :3 O closer I Attic Access with light I d L----_ 15P Amp /� e G A RAGE E EGRESS Y OJ1111i A.F.F. OE MT1 IC 0 Flat Ceiling (] N r----------------- i Block wall in 1 garage to be I struck block I I I I I I ® I I Install windows thru buck into block with 3110 tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c, max thereafter at ambe and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ 1 \ Buck to be I" x 4" PT Rod t Shelf D I O\o A.F.F. Flat Ceding 13'-L" SECOND 10 BEDROOM EGRESS O " O i O_ O COVERED 12" x 12" concrete colu n block filled PORCHwith con rote and (2) #� are vert. tied into lintels abo e 1' 2" 12 _4\ Lf 3'-5" Attach buck to block wall with 1/4" die. 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 L" PT Buck of wall I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Detail at Door 48 Wood screws thru ,Iamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 1*1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE b0, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT 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. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notlf led In writing for revision 'l. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to T—I1" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L 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 X, meeting ASTM A—l� and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell BEE TYPICAL Thicken edge to 8"x8" "' with concrete and SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR GRADE Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill bo 14" TYPICAL FOOTIN 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. DETAIL _/ SCALE 1/2" = 1`0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan N { fl " �(`2) bars cont" bottom steel 2" 2)DETAIL AT GARAGE STEPDOWN Srrnl P 1/1" = I'—n" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor 16\ -.7777 30"x30"xl6" concrete column footing with (4) 45 bars each way #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. 45 bar in curb \ ill= 14" 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" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SCALE 1/2" = 1'-0" 4" concrete slab wrth frbermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill n a Kr= AOL,\ x 14"d concrete monolithic ig with (2) #5 bars cont. ARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"die. 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 NITS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conic. 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. Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NITS 14'-0" 12:' lo'-O" 12" 1 T-11 NOT INCLUD.4 I ° ON THIS POI IG�p . PATiO/SLAI� a I l _-- _L i ° -I i- -- -° I ° I I Rear Patio/Slab _ — to be poured separate lu CID afrom the house slab. g_ �I 24" v O Thicken footing to -1 I FI 24% x 14"d x 24"L J N to under filled cells r I under girder bearing. 1 7 — ILOJI 101°C ° I Rear Patio%Slab to - ----- ------ - - - - -- C be flush with bottom of sliding door recess. FI 1 Slope 1/2" I ° I� I ;- � 1 I; - I I �-_ I II I� of FI IC I o I vamit to H_B_ 1d�34Y�yhgh be 4" concrete slab with fibermesh OR O I� 6"x6" 410/10 WWM on 6 m11 Visqueen over clean compacted termite treated fill I I FI I �1 I� I 1 pil #1 I 4"0) Steel Ballard 4 filled w/ Concrete 0 �— W F5 j I 1 1�p1 ( I N�� I I 1 p�Q) i I Fi 1 _ I I Et! I I F1 I c E I ��4 I L- 1 b 3 100 " I FI i -0o °a 'a. 1 4u0 0 O\U _ T_ i_i—_ i_ oo i of ---� Oo ° 00 I v°e" iL I O o X -1 o F41 6„ I to 45_- F5 Recess for - _ - - u ° F r F r O Garage Door ° ° 00 I 12" x 12" concrete column block filled with concrete and (2) #'I bars vert. ti Ole into lintels above N H.B. R co V, 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 F 30" x 30" x It."D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" I side Q Q ": .. Area Edge Field Fastener Concrete / Lintel Column Verify with Plan 12"x 12" lwmn Block � Reber Reber 48 Bar Dra. Min. Overlap to Lintel Attachment Additional Precast Lintel #5 bars ;e eF8-OB/IT 8F8-IB/17 8F8-IB/2T Additional #5 bars ••. GL9A me Row oP Block Above Lintel BFIi-IB/IT BFIL-I113/2T NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. and=8" 3. standard for remf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 1 NTSCLEAR Provide #5 bars with mm. 48 bar diameters overlap Into beam. Tie Pilled cell steel Into continuous beam block steeL Provide Cast -Crete 8U8-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. --1 �_FL o Provide PT Buck attachedfilled I.''..a etailsto filleder mcel 4" Pre -cast Sill t oured Filled Call Provide #5 bars with min. 48 bar diameters overlap in Pilled cell. Tie filled call steel into continuous rooter steel. ,><'''r • :' `_.r. ` ..: a .. Concrete rooting (see factor schedule For exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg or truss with IOd x 1.5 mails at 4" o.c. v L/�imto Install Simpson MGT into wall uein5/8"dia.threaded rod sat min. I�" wet beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL ,4T GIRDER STRAPPING AT CENTER BEARING POINT /8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrata through one layer of ASTM D Tyype 2 felt paper using Bd Walla. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank Wads into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L gs. 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 aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all lope and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Lintel Length 4" Pre -cast Sill t oured Filled Call Provide #5 bars with min. 48 bar diameters overlap in Pilled cell. Tie filled call steel into continuous rooter steel. ,><'''r • :' `_.r. ` ..: a .. Concrete rooting (see factor schedule For exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg or truss with IOd x 1.5 mails at 4" o.c. v L/�imto Install Simpson MGT into wall uein5/8"dia.threaded rod sat min. I�" wet beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL ,4T GIRDER STRAPPING AT CENTER BEARING POINT /8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrata through one layer of ASTM D Tyype 2 felt paper using Bd Walla. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank Wads into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L gs. 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 aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all lope and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none 3'-10" 2'-8" 2,43 none 4'-4" 3'-2" 2,43 none 5'-4" 5'-2" 4'-0" 2,#3 none 4'-6" 2,44 none 5'-4" 2,#4 none 6'-2" 2,45 none 7'-0" 2,45 none ALL reinforcing steel is grade 60 LINTEL SCHEDULE ' Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of °FI" Block Above " " Bottom Steal Sizt Top Steel siu Max. Gravity Load (PLF) Max UpHt Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-6' 8F8-OB/IT I #5 3069 1569 1024 L31 2'-4" 3e-8. 4'-0" 8F8-OB11T I #5 25LI 1363 163 L45 4`-5' S'-10" 8F8-OB/IT I #5 1105 909 339 L50 5'-O" L'-L' 8F8-OB/IT I #5 I238 836 12I LLO 4'-80 7'-L" 8118-OB/17 I 95 1011 171 534 L80 8'-0" 9'-4' BF8-8/2T I #5 2 #5 152 591 SIZ L90 9°-04 IO'-L' are-IB/2T I #S 2 #5 643 530 401 L905 9'-O' 10'-6' BFIL-I15/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' 8F8-IB/2T I #5 2 95 587 494 452 LIOOB 10'-0" II'-4' BFI6-I13/2T ONE I #S Z >R5 13LL 1018 452 LI20 12'-0' 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 LI206 12'-0' 13'-4" 6112I6-I15/2t ONE I #5 2 #5 1015 110 324 LI40 14'-0' 15'-40 BFI(,-IB/2T ONE I #5 2 #5 1250 L09 259 LILO IL'-O" 1'1'-4" BF8-IB/2T I #5 2 #5 300 192 194 LILOB IL'-O" IT-4" BFIL-I15/2T ONE I #S 2 #S 950 SOO 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 I I/2" Halls — ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip _ Edge i Fascia 12" 2" x L" S Kaycan Pull o vent vinpl soffit installed using I/8" dia shank x 15" long galy. roofing nmla with 3/e" dia. head per product approval -see chart sheet #I 12" x 12" concrete column block Pilled with concrete and (2) #7 berg vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 12 into Aluminum Drip - Edge i Fascia Flash and Counter flash Nail ledger to gable end trues with (2) IOd ds at each web ' hi -rib lath vertical mood a to provide :ration into 3/4° penetration member 5/8" thick light textured stucco on typical concrete block construction Varies -see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan .4 Slope per foundation plan `r Brace Gable and with 2" x 4" SYP #2 eft back nailed to bottom of top chords using (2) IOd Wads at each trues PRE-ENGINEERED WOOD TRUSSES UJ � +s 24"o.c. TYPICAL ( shop drawings by manufacturer ) Q H IN VIA M VAN VA VAM 1 cing over ASTM D side laps and V end _P 1.25' rim shank nails pa anu 6�Gi 5LOGISCIOU I-01L5 SM. gaaclk! to tru`s_�se.aa`us1Gn1g[ [Gattachment detail on this Shoe gAr VE 4 4 I-S-LOPE ht WA =.,! NO I WIN a a � X s Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom's of tap chords using (2) IOd Wade at each trues \ un o a11 t R-30 blown fiberglass N in bottom chord of trusses Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to i 2'4" o.c.) supporting Max. truss leg per detail on this sheet% HETA 20 1810 lbs. uplift to 60 CL HETA 20 FLAN Wood 48 unless otherwise noted Base see foundation plan notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #lo/lo wwM on 6 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 i -41-1 S.E. Coconut Avenue Stuart. FL 3499L F a� m I • • • m� • • Braden Braden ♦ ♦ %/� Architects PRO i __ •••. O W W L L :3 .Q a-1 w�E W U-0 w o W z w < -0 I w �- N 0 W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY REVIEWED FOR TRUSS MANUFACTURER CODE COMPLIANCE - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ST. LUCIE COUNTY TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION BOCC - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wunne Building Corp. Date Drawn : Revisions : Sheet Comm # 9—q-19 THE STERLINGGARAGE Drawn by: LEFT C.C.U. '4 . 16-300 Spanish Lakes Checked by: St. hucle County Florida D.R.B. OF 5 to 60 CL HETA 20 FLAN Wood 48 unless otherwise noted Base see foundation plan notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #lo/lo wwM on 6 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 i -41-1 S.E. Coconut Avenue Stuart. FL 3499L F a� m I • • • m� • • Braden Braden ♦ ♦ %/� Architects PRO i __ •••. O W W L L :3 .Q a-1 w�E W U-0 w o W z w < -0 I w �- N 0 W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY REVIEWED FOR TRUSS MANUFACTURER CODE COMPLIANCE - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ST. LUCIE COUNTY TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION BOCC - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wunne Building Corp. Date Drawn : Revisions : Sheet Comm # 9—q-19 THE STERLINGGARAGE Drawn by: LEFT C.C.U. '4 . 16-300 Spanish Lakes Checked by: St. hucle County Florida D.R.B. OF 5 HETA 20 FLAN Wood 48 unless otherwise noted Base see foundation plan notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #lo/lo wwM on 6 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 i -41-1 S.E. Coconut Avenue Stuart. FL 3499L F a� m I • • • m� • • Braden Braden ♦ ♦ %/� Architects PRO i __ •••. O W W L L :3 .Q a-1 w�E W U-0 w o W z w < -0 I w �- N 0 W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY REVIEWED FOR TRUSS MANUFACTURER CODE COMPLIANCE - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ST. LUCIE COUNTY TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION BOCC - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wunne Building Corp. Date Drawn : Revisions : Sheet Comm # 9—q-19 THE STERLINGGARAGE Drawn by: LEFT C.C.U. '4 . 16-300 Spanish Lakes Checked by: St. hucle County Florida D.R.B. OF 5 1-2-19 PANEL "A" Poles BR Load wire Description arc# circ# Description Wee Lead SR Poles 1 20 1.2 kw #12 Refrigerator I Ran #i 12.0 Its 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 812 Kitchen S.A.C. 5 L Dr or $10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. I 6 1 20 #12 Bathroom Recopts 9 10 Air Cond sor #10 5.0 kw 30 2 — 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Hanel #10 5.0 kw 30 2 I 15 914 General Lighting 15 16 1 15 — 814 General Lighting n IS WH #10 5.0 kw 25 2 1 15 — #14 General Lighting 19 20 1 15 — #14 General Lighting 21 22 GDo #12 oxi KW 20 1 1 15 — 914 General Lighting 23 24 Spare Spam 1 25 1 21. 1 Spare Spare 1 21 1 28 1 Spare Spare 1 29 1 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) General..Llghting..(3, watts..sq,.ft.)......................... ,Small, Appliance, Circuit(s)„ ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,,, Range . ......... ......... ......... ......... ........... Refrigerator .... .............................. Microwave Dish Washer Clothes..Wasfier ............................................... Clothes.,Dryer,, ..,,, Water. Heater ................................................ Garage. Door .Opener. 1135 3 5,205 2 1,500 3000 1 12,000 12.000 1 1,200 1,200 I 1500 1500 1 1200 1200 1 1,200 1,200 1 5.000 5,000 I 4,500 4,500 1 810 810 Total Watts 35415 First 10000 Watts e100% 1 10.000 10,000 Remainder 25,615 040% 1 O 10,241, Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,24t Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Pan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light e In t= ground fault circuit R Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-m-1 Carbon Monoxide Detector Flood Light T2) Thermostat m Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceding ran ® Television Jack QTelephone Jack AC SC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up leB = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR l 149 CFM IOx10XL 149 Clem IOAOxb 1 12x1 ° B/A 9 CPMI- Opt. PATIO/SLAB Covered Porch l2xI2xIO B/A Cpneer Registers a\ 208 CFM ad ceiling fan 206 CPM t_1 IOxIOx IOx1Ox1 h71 ...M E alol—thULL---- Soffit ATH FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #I THHN Copper 2" PVC Schedule 40 conduit 1'0 [AMP ANEL 200a rated meter can 2" PVC ( FPL)—� schedule 80 2" raid service FPL bonding pant 8GO" talvanved rods #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can - 2" PVC ( FPL schedule 80 2" rmid Service 150 MCB PANEL bonding pant ♦ I gravid rods -- -- - LC=a�tpicon- -ECTRICAL RISER ALTERNATE SERVICE ELECT. RISER shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS shell torque lugs I.A.W. -Contractor shall torque lugs I.A.W. s recommendations which manufacturers recommendations which ified prior to construction shall be verified prior to construction /KIC Rating prior to ordering equipment - Verifu AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. 4. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comp] w/ FBC RK1402 9. A(C Refri�eff��qar1 lines that are run hru slabs must be sleeved in i'YC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed stlistem shall be fullg operative. 12. Contractor shall pay For all Fees, permits, testing, and inspections including blower testing where required. 13, All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the 12" L— — — — — — T — �n AiC 22' x 54• ,P1 Attic Access I loth light L — — — — — Meter 150 Amp Panel GARAGE r-----------------� I I I I I I I I I I I I I I I I I I I I I I 2gx20� i Peil129 T I J 1 n 0 1 1 16f1 1Q41 I IL- COVERED PORCH DINING ROOM ATH 144 CFM IOxLxL SECOND BEDROOM I 12xl2x8 �y B/A IIE�H4NI�AL LAYOU- SCALE: 1/4" = 1'-011 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items For a complete electrical system and provide all largest conduit or pipe From any other service. the requirements necessary for the equipment to be placed in proper working order. 23 All exposed wire below 9'-I" shall be installed in metal EMT 11. All work shall be done in accordance with the N.E.C. and conduit. -- shall comply with all local codes and ordinances, and shall 24. D_rger Vents to be installed per meet all standard requirements of the local electric utility rQ6 RMI502 and telephone company. 18, The electrical system shall be completely and effective]y grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Exhaust Duct Thru Soffit H.B. Vent thru 4" Exhaust --of �t Duct Thru Wall w.p. G Install owlet under disc. N not shown or clarity ELECTRICAL FLAN Braden It Braden AIA, FA Architects - Planners +1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net SCALE: 1/-4 = 1'-011 Attic Ventincl Calculations ESC 2309.1 Total Attic Space = 212-4 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit Winne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell I H.B. Exhaust Duct —Thru Soffit Wire For Front Post Light o °w REVIEWED FOR U = CODE COMPLIANCE o� ST. LUCK COUNTY BOCC IF Date Drawn Revisions Sheet Comm 9-9-19 GARAGE Drawn by: j LEFT C.C.U. — I Iro-3OO Checked by: 1).R-E3. OF 5