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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' ol max spacing over ASTM D ftlipe 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s�iaeed l o.e. atalllads and two staggered rows 12" o.c. in field. Attach L ♦- ♦..:.- . "._L- 6 .I-s.. _ "L.. .L__s b/8" thick cut coral coral finished stucco bands finished stucco bands :D- I _ ®'' a IN SCALE- 1./4' - ?'-O" GuIP Coast Supply end MFG 5v Crimp Metal roofing FL #11651.12 24 ga. Sv cninp metal roofing attached to plywood deck usng #9 x 1.5' wood screws with self sealing washer at 12" o.c. max apacing over ASTM D (typa 2) 30 Ib fait underlayment metalled with mrn. 4 aide laps and 4" and laps fastened with corrosion resistant tin caps and with L25" ring shank nmb spaced 4 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofrn FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt 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 L ol at all Iapa and two staggered rows 12 o.e. in field. Attach deck to trusses using attachment detal on this sheet Irr o 1 V NIIYP Yuu YVI GI $LwGGQ on 69RIQQ: 60riG1-G66 finished stucco bands block construction f �I �I REAR ELEVATION ELEVATION NOTES: SCALE. 1,4•-P-®• - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - Anc h a n e s t o t h I s p l a n shall b e submitted t o the architect wo ga.od screre cramp metal roofing attached to plywood sack using #9 x Ig wows with self sealing washer at 12" ol max spacing over ASTM D for a royal In (type 2) 30 Ib felt underlayment installed with min. 4 side laps and L" end p p writin g prior to startin construction. 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 - Return ALL Stucco Bands into Window or Door. deck to trusses using attachment detal on this sheet 4 SLOPE I� i 8'-Ix O- 5/8" thick x 8"w cut coral finished stucco bands 3 3. 5/8" thick light textured stucco on typical concrete block construction^ - - - = Finned Floor _--e__®®-_____® LEFT ELEVATiO1 SCALE: 1/4• - 1'-0• Product Approval Submittal Affidavit Opening Schedule Swing Doom Owrhesd Doom. Sliding Dad e,Thidamis 3 Skwilfghte Opae NUIOM Product vr4ca f Manufacturer claw Attachment method De thin Approarea 'lbsk. of mType 1.2.3 I4 FL# 239.3 Single Hung SH-100 Impact PGT 5/16" 11 Ia tpns w/ an. I 3/S' penatr mmiuct �u5ato bere to PtdwLancspicud in + 80.0 PSFd A IL-0330.02 Overhead Garage Door P jodel 824/811 1-4• max widthh IL'-O' max hmght pqg ill ie s."wit .sIay al6e . s iildwa lac summ st r x s 7I'Villl"A la"�"a ly."r.-'e i i s _ air• is Ix� 10-9-21 + 50.0/-60.0 psf Ci FL# 1404.1 Fiberglass Desi n Pro/ 161i h Pro Jeld-Wen Elco I/4" die. t con with an 1.25' embedment at 3' max Prop corners ends I I.5" o e. max thereafter m head and iembs ± 50.0 PSP C FL# 251.5 Sliding Glass Door Sur -lea 7i0 SGD I m F�'T 1" nom Tgpe "G5A" I/4' �a. tapcons w/ an. 13/4' penelraGon o ba m'ri. 2 I%2 edog0w duLaprrwssalipecCCdsdrmtProsdhuct apprwalo ± 60.0 PSF Product NNO model rW Littx�ar Attachment Method TMT Date of Appxl Tests M®118 Fill 241.1 I• x 2 3/4' x .3`l5' FGT Install per fastener type and all shown in Table IA and IS in product approval on sheet 5 oP 22. + 58.0 PSF Root FL# 11651.12 5Y Cramp Metal RooPin g Gulf and Coast Supply manufacturing wl aa. 5v rnmp maLal wooing attached to plywood dock using a"I x 1.5' moon serars with seH saahng rasher at 12' o.c. max spacing over ASTM D (tope 2) 30 lb fah anderlagment installed with an. + side hips and V and laps fastened with corrosion reastant tin ceps and with 1.25' ring shank nab spaced G" 1 at all lap and two staggered rows 12" it In field. Attach dock to trusses wing attechmerit detail-onaroof plan - 108.5 PSF Siding Stucco on Block soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" 1 screwed to soffit framing using 98 : 3 wood screws at each truss. Install mWit to battens using +55.0/-35.0 PSF Hurricane PaaeleCIE I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 5/8" thick x 8% cut coral finished stucco bands ®®®Fl,� ❑ �, ®®®® ... Q 2" x 4" top plate 1I 1/2' drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. base -board III 2" x 4" P.T. bottom plate 1 I e a e a e Af�r/I e e ,,g;l'�•..¢�_....r'q,...v,.w;, „n:y?.;:.;..>�.; a Is y.,..J�7:_......, . ;r::' �s..+tt:; •.4 �r."n;�+�;•:',«4 :.fit.,.; �,:,,-,:. r+.1 r.l.:;t....:;.;. 4" concrete slab with fibermesh OR 1 #10/10 WWM on 4 and Vrequeen over clean compacted termite treated fill interior Not ,n-Bearing Partition Braden r n Ali°r,, Architects -- Planners 411 S.E. Coconut Avenue k 411 Tel (112) 281-8258 Fax : (112) 281-8283 Lmoi E-mail: bradenaiaecomcast.net 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION S Wgnne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida /8" thick x 8"w cut )ral 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 V ol in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" - 1'-0" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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: Lth Edition and ASCE 1-10 for Wind Loading Bmldin Desin Is: Enclosed Risk Category. II Wind Veloeitg: I65 mph ultimate Maen �cof Height: t 11'-O• Rod Pitch: 4.12 Internal Pressure CoeTficient: -kom i t I SubJectabdity to damage from: Weathering: Negibigible Termites: Veru Hill Width of Rod End Zone:_3,-4• Wind Speed: mph ultimate Wind Exposure Classification: C ' 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: OADL+O4WL Components I Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-332.L pal Rod Zone: 2. +20.4/-51.0 pot Rod Zone: 3. +20.4/-84.0 psf Components I Cladding Wall End Zone Width. Al Components I Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38., psf Roof Zone I Wall Zone: S. +35.8/-41.8 psf Wells Zaire 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Wells Considered for Structure? yes Continuous Load Path Provided? «, ;,Roof Zone 2 YYe�ss Wails Zone 5 Are Components an Cladding Dal Provided? Yes END ZONE ,5 Minimum Sell SoaringPressur -a � 'n e.2 ®® el. Presumptive � .eat: pal SEE RODUCT AP ROYAL F RIM ACT P O wE TION F R O E INGS ®- Corner Zaiea Rod Zo;a 3 ROOF LiVE LOAD: 3_ pal ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: --41- polf FLOOR DEAD LOAD: l® sf JOB ADDRESS: 'l��q`k GARAGE LEFT Date Drawn Revisions 9-4-19 POP" Drawn by: G.R I WC.U. 9 Checked by: CODE COMPLIANCE D.R.S. BOCC (Zl Sheet i . OF 5 Comm # 12� FLOOR PLAN 1.41 CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into S. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2h° 2'4" 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 o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be legveled to bottom a3/a" 2i;' 4' v at ceilings shall and attached chord 2 I. o trusses with screws per F C R�02.3.5. ALL wood in contact with concrete shall be pressure treated. S. 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 2,�„ 2h• handicap accessibility requirements.• h• 12. Lowest finished floor to be set bg 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 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x V P.T. Buck block with case harp materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac with F.B.C. R314 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36. C-19, C415, C514, C630, C931 CwkOs C1002, C104-1,C1111, C1178, C1396 be , C12'18, C1395, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall into Spacing Spacinm installation of Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24' 1" 12" 13ga 1 3/8" long with I'll head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Direction IL 8" IL° 15/64" head OR Ggpsum board nail 0.084' dia. x 15/8° with 9/32" head. Ceding Perpendicular 24" 1" 12' 13ga 1 5/8" long with 19/L4" head 0.048' diaOeter x 1 3/8" long annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with Walls Either IL` 8" IL' Direction 1/4' head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/I6' 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/I4" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pkrc 19. ALL ceramic the 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 C11-18 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 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 MPG 5v Crimp Metal roofing FL #11651.12 21 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 (tlipe 2) 30 Ib 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 \ Grade Slmpaon HETA 20 or equal with (10) 10di x la 1/2 �nailsus° 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 1810111 uplft (shop drawings by manufacturer) Aluminum Drip-iN��_and R-30 blown fiberglass Edge t Fasciain bottom chord or trusses ­ I \J 1/2' drgaall with smooth finish 2" x 0 Sub-Paacie Two rows oP beam block filled with concrete (1) #5 bar cont. in each row. Substitute Kagcan full o vent vinul soffit installed precast lintel filled with concrete and (1) #5 A urn1/8' dia shank x 1.5' long gaiv. bar cost, for bottom row over openings roo{irig nails with 3/8' dia. heed per product approval - see chart sheet al 1/2" dr wall over I" x furringg strips at IL" o.c. with R4.1 Pi-fal insulation on typical 8' Block walls 5/8' thick light textured All drywall to be installed per FBC R-102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction W Mortar to be Type "M" only proportioned per FBC RL01.1 and Mortar Jonts shall comply with FBC RLO'1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) #5 bar vert. w/ 30' overlap F111 cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48' unless otherwise noted Baas 8eQ foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxC #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 14" x 14" Concrete footing 14' with (2) #5 bars Cont. and #5 TY R i C A L SECTION transverse bare at 48" o.i:. Scale : 1/2" = i'-O" to Masonry Beam / nmla Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 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 = 11,548 2' VTR I I I I 21' VTR Masterr�� Bath I I I ILay. I 2' I Lev. 1 4• I 2' VTR W.C. I i I en:�. $. i Kit. 90* I Kitchen 2- • I1II Bath • # 2 s,, 3'l .O. To 8optrc PLUMBING RISER 1" x V P.T. Buck nailed to I O block with case hardened nails prior to door attachment rt Masonry Wall - ra ` Bottom Tr'ac Typical Flooring CJ' Ili Install SGD thru buck into block with 3/I4" tap -con with S l i d i n g Door DetaII 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ,jambe per product approval Jamb At Masonry Wall NTS le Window Schedule Mark Size Rough Open. Window Descri t►on PRESSURE ZONE I. 4'-11 11 54ke"x III Single Hung ZONE 4 2. L'-2Ya"x 5'-3 ia" 15' x 63 i;' Single Hung ZONE 4 3. '-2' x 3'-2 1/2" 21%"x 3fI Single Hung ZONE 4 4. 4'-11 4'-2'/a" 1 54 /-"x 11 1 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Descri tion PRESSURE ZONE A 9'-O" X T-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 111I 41 i/+"x sa%" Fiberglass Panel - Inswing ZONE 4 C II X V-8' 14" x 81 i/,' r"a..°" Shding Glass Door ZONE 4 D 2'-0' X 6'-8" Schd Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 i2" E 2'-6" X III Sdid Core - Wood - 6-Panel F 5'-O" X 11I Solid Core - Wood - L-Panel - Bi-Fold G T-8" x III x 1 %;' Solid Core Wood. Steel. or Masonite Door H 2'-8' X II Solid Core - Wood - L-Panel J 2'-L" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8' X V-8" Solid Core - Wood - L-Parcel - 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 I N 14'-0" OPTIONAL n PATIO/SLAB EGRESS IT-15" N ° MASTER u= BEDROOM as 8'-0" A.F.F. Flat Ceiling '=e) 0 N v- I n 2" fd O i A IC Meter O 0 Rod t'Shall I Fanity to a iI 4 Y2„hig J CLO E I� I QC 1 • 6 44 e V.Flat Ceiling e e i•1 cabinet& to JMN extind over Re?. �r I I �I e , En �� 4`4 Steel Ballard \ Sore detail o� td11s-abaaL 22' x 64' Provide auto I Attic � closer L _ - - _ 150 Amp P nel GARAGE OrkI A.F.F. INV Flat Ceding O N r---- ------------- i Block wall in garsge to be struck block 1 I I I I I I ® I ° 9'-0. _I 15'-10" Install windows thru buck into block with 3/I6' tap -con with 11/2' 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 ill per product approval of wall -\ / \ Buck to be r x 4' PT 12" x 12" Concrete column / block Pilled with concrete and (2) #'1 bars vert. tied into lintels above Covered Porch -+-- / I 8'-O" to19'-8" A.F.F. Vaulteld Ceding GR AT ROOM I I I CA I N " x L" knee -wall B' O" to 9'-8" A.F.F_ slow counter top IVI Vaulted Ceiling DINING ROOM I V 34 Y2"highanity to be M EJy-lln\� r I , I O BAT Rod t Shell 8'-0" A.F.F. Flat Ceiling SECOND m w BEDROOM v; 0- -EGRESS N I in in I in N i O O COVERED 12" x 12" concrete column block filled FORCI with concrete and (2) #71 bars vert. tie into lintels above ;n O L' 2" ° N o ° - 2'- 8' 4'-2"i 5'-4" F 1 Q0 V_ REVIEWED FO� CODE COMPLIANCE Attach buck to block wall with ST. LUCIE COUNTY 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 L" PT Buck or wan --\ \ IT- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru iamb Into buck Windows II lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AlAt PA Date Drawn : Revisions : Sheet Architects - Planners Wunne Building Corp. GARAGE 9-$-19 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: 2 Telel (112) 281-8258 _ C.C.U. Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L #AACOOOOS2 S�. Lucie County Florida OF 5 Comm # 12-2� B .7 1 ri�N_ U L. I U rKN I >_ .7 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION i=LAN 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 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 IS. 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. GI85 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 notified in writing for revision 4. 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 up to 5'-11" wide, Provide (2) filled cells on each side of openings from 6'-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) 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 LO, meeting ASTM A-16 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. 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 sod treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. #5 bar vert. w/ Thicken edge to 8"x8" 30' overlap ECTIONro AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade m Eif MI _ r� I— =I I III I_ 14'w x 14"d concrete monolithic footing with (2) #5 bars cont. =I / TY1=']rf AI 1=nnTIMr. r)=Trill J SCALE 1/2" = 1'-0 " 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. Step per o , foundation plan IL 10° (2) 95 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/7" = I'-r)" 12' x 12' concrete column block filled with concrete and (2) 91 bars vert. tied into lintels above Top of footer I6" below finished floor COLUMN F Verify house slab height in field ri7III-II 30"x30"AC' concrete column footing with (4) 45 bars each way 30" TING DETAIL SCALE 1/2" _ PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" ® F.F. — aD I E_ LilIlii 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" AGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8'dia. x 6" anchor bolt at IS" 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 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 Sinale 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 Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 1 _ 14'-0" l _1_' �.I t' 1 20'-0" I I----- ©--- 1O'-O„ PATIO/SLAB r _ -- -I - - - — t 1P T QI O Filled cell under I F1 girder above I I 24" I o Rear Patio/Slab I r J to be poured separate u1 ®I O from the house slab. n I O I Thicken footing to 24"w x 14"d x 24"L I I I Fl under filled cell I ° under girder bearing. ° Q I L--- -- °I " I Rear Patio/Slab to 0 be flush with bottom of 'a $ I sliding door recess. 01 n Slope 1/2" 0 I n 32'-8" -----F- - - - - - I I° i i I r- I I r- 1 I� I I 4" concrete slab with fiber esh OR 6"x6" 1110/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill ID I " I I� L AL r-————— — — —w.H I I 4'e Steel Ballard F5 s`i filled w/ Concrete mo o= 3: 1 v-a I I m I u U-Q I I I E °1 I r I 3'a I _ A �� I E ate" 3 Q I o I ° Uo0 I go IQv W I u O I I I I I FI I I I EL a I I F r- r l L— Recess for ____17 3'-5" Garage Door Wynne Building Corp. The Grand Carlton Sp,onish Lakes St. Lucie County Florida 12" x 12" concrete column block fille with car1creyya and (2) #� bare Vert. ti Into lintels above 2 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 0C,r" FOOTING SCHEDULE Mark Stow De ton 1 140W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® I4WWx wlih With 1 a Curbb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : Sheet Comm9-4-19 # G LEFT E Drawn by: 12 - 2 t C.C.U. Checked by: B D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood I. Use nails or screws bas d on ress re for root stated in permit into box on t�iese pans (for zone 3 Ke Area Edge Field Fastener Max. ssure Zone 1 „ 6 6 it8d ring shank 45 pat Zone 2 6" 8d ring shank 16 pet Zone 3 8d ring shank 84 psf ** Zone 3a 1 d" 48 wood screw 112.5 psf ** Use nails or s4rews based on res ure for r of stated In permit info box on these plgns or zone Verify with Plan Concrete 12"x 12' Lintel Column Block IN Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment Provide 85 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete �7`1 SUB-OB/OT precast - - -- lintel set in mortar Min. 8' Bearing Provide #5 bar set in pre -cast lintel into boom whore length of the opening calls for it. v -Y Provide PT Buck attached per jamb [stale into filled o 4" Pre -east Bill it Filled Coll Provide #5 '. "� .'•,. �, • Concrete Footing lees Pouter uh�uhe for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" NTS n with min. 48 bar in filled cell. Tie to continuous SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloelurp to vert. fop of trans mth IOd x 1.6 nW& at 4' o c. II Simpson MGT into ad using ilia threaded rod set O Ii girt beam aid (22) IOd nods iflt0 truce TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer oP ASTM D Type 2 Felt paper using ed nails. Substrate to be 19/3Z' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and ueth 1.25" ring shank nails spaced L o.c. at all Iaps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mirk W! or U Width Leitel Site CaaL-Crete S fication Ross or • q Isloec�c �• Bottom Steel am Top steel am "I Load TI-P) flax Lamed (IOLF) liax ate La (PLF) L22 2'-24 3'-64 BP0-05/IT 1 si 3061 111 1024 Lai ;_-L: '-r 4'-C' OF8-05/IT 1 s6 260 1363 163 L45 4'-6' W-10' 6100-05/IT I 86 1105 Will 331 L50 5'-o• 6'-6' Or8-05/IT — I i6 1230 S36 121 L60 II 11-C aFa-OB/IT — 1 85 Ion 121 934 L80 8'-O' V-4' #P0-IB/1T 1 s5 2 95 152 5411 $12 L10 411 IO'-6' 8108-10/2T I i5 2 86 443 530 401 L105 1'-O" 10'-6• OFIL-I5/2T ONE 1 $5 2 as 533 fms 401 LI00 10'-O" W-4' 91P8-IB/2T I sa 2 s5 502 1 414 452 MOOD 10'-O' W-4' 811OIL-I5/27 ONE 1 s5 2 i6 1364 1020 452 LI20 17-0` W-4' 81100-I115/2T 1 i6 2 i6 411 429 324 LM10a II I OPIL-IS/2T ONE 1 s6 2 s6 1016 110 324 LHO H'-O• 151 Oft-118/2T ONE 1 s6 2 s6 fs60 i01 251 L11i IL'-0' Il'-411 WO-I8/2T I 2 s6 SOO 12 R4 LKOB w-ow IT-4' 1 sF16-I!b/2T ONE I si 2 i6 150 000 N4 - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal humcane anchor at each truss with (10) IOd x 1 1/2' nails - 1 24' o.c.) &?porting Max. 1810lbs. uplift Aluminum Drip Edge i Fascia 121, 2" x V Kaycon full o vent vin I soffit installed wing I/8' cha shank x S' long III roofing nails with 3/8' dra head per product approval -see chart sheet #I 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. treI­ into Irntels above thicken edge to B'x8' with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor -IIIIIIII—IIII - ��, 12 4 Aluminum Drip Edge I Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd ripla at each web ��\ hrnb lath vortical as to gravid 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 Slope per foundation plan S -IIII IIII IIII-IIII IIII- IIIIIIIII I l l l l l l l l i l IIII IIII I I=III- i IIII— ' Brace Gable and with 2" x 4" SYP #2 OPt back nailed to bottom of tap chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL { shop drawings by manufacturer ) I w a X Oa n UJ X-C X- a a U .. 10) ti ® O EC00 = — T) t N �" Q L W Eulc Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom -- of top chords using (2) IOd nails at each truss 1 a \R-30 blown fiberglass a in bottom chord or trusses p mo -I/2" drywall with smooth finish bD o Two rows of beam block filled with concrete y _and (1) #5 bar cost. in each row. Substitute v precast lintel filled with concrete and (U #5 or cont. for bottom row over openings 1/2" drywall over I" x furringg FI-foil to strips at 1V o.c. with R4.1 -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' onlgg Mortar proportioned per FBC R601.I and joints shall comply with FBC ie401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc,..) Fill cell with concrete and (U #5 bar vert. (typicaD. ®O Max. spacing shall not exceed " Ed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/6 dia. threaded rod with min 12 embedment hurricane anchor at each truss into beam (22) IOd either wet set or in span with nails into truss. Add blocking to ( 2�" o.c.) supporting Max. pp g truss leg per detail on this sheet L < F ETA 20O 1810 lbs. uplift 0 1 , IFAII L4 Z, 1102Lod e 11 I VoArwj M d VJ 00A I I A , m !i Amu I Gulf Coast Suopla astened with s �1 -011WIJA .il Sofa; XMIA On 01 111116 FLAN )U, N W a a y` � a O IQ N a n W 0 Ix 0 ui ti 113 00 E c= to a3 V- U N a r n W 48 un ess otherwise noted 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 hbermesh an TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER REVIEWED FOR G"xL" #10/10 WWM on L and Viaqueen over � clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE i- -lilll 14 -- Twwcal Section at Front Forth It = Ir—nu CODE C®MPLIA.���� ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONS T °UMOIGNOUNTY — ALL TRUSS TO TRUSS CONNECTIONS BY BOCC 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 1-2-19 PANEL "All Palos SR Load Woe Desenptm once ewes Doseriptim Woe Load BR Poleo 1 20 1.2 ks $12 Rorrearator I Rai Si 12.0 its 50 2 1 20 1.2 km 812 Cloth" Washer 3 1 20 IS ks $12 Kitchen S.A.C. 6 A Dr $10 5.0 km 30 2 1 20 1.5 km 812 Kitchen S.A.C. I 8 1 20 - $12 Bathroom Rocepts 9 10 Ar Can 810 6.0 km 30 2 I 120 1 1.2 ko 1 $12 11shmashor II 12 1 20 1.2 its s12 niarasnre 13 14 Air 14wda 810 5.0 km 30 2 1 16 - 814 Geewrd Lighting 16 IL I 15 814 General Lighting 11 18 WF1 *10 5.0 km 25 2 - 1 15 814 Goiwd Ughtmg N 20 - 1 16 814 General Lighting 21 22 GDO 812 0.81 Kill 20 1 - 1 16 - 814 Q~@1 Lighting 23 24 Spam spay 26 21, Spam Spare 21 28 Spam Spam I : 30 Spam PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watte) Small. App¢pnie. Circuit(a)................................... Range Rgfrigeratq ,,,,, Microwave ........................................... Dish Washer ................................................................. Clothes ,Washer ............................................... Clothes ,Dryer ................................................ Water .. Heater ................................................ Garage,Door.Opener......................... 1139 3 5.205 2 1500 3000 1 12,000 12,000 1 1,200 1.200 1 1.500 ISOO 1 1.200 1.200 I 1 00 1.200 1 5 000 5,000 I 4.500 14.500 I SIo 810 Total Watts SSAI5 First 10000 Watts 0100% 1 10,000 10,000 Remainder 25AI5 e40% 1 O 10.244 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Am s Electrical S mbol Legend S Seigle POW smteh ® Recessed Can Light Double Pole Switch Elloball Recessed P5 Push Button Switch Exhaust Fan '� D Outlet ¢ Cedmg Mounted Light Special Receptacle ♦ Wall Mounted Light attar groan t ciremt Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Mona ide Detector 4 f Flood Light Thermostat ® Electneal Panel ® Central Vac 8 Electrical Meter ® Blacks Detector Csdmg fan ® Television Jack ® Telephone Jack A orac A/C Diewrinect ® I x 4 Florescent Light ® 2 x 4 Fktreeesnt Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN T� = THERMOSTAT LOCATION B/A = BALANCED AIR Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper S With #1 Grnd - 2" PVC Schedule 40 conduit 2" PVC Schedule ASO MP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated meter can n 200a rated meter can n Interagatem bonding Interaystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 Cschedule 80 2' ngid service FPL 2" riad service FPL Meter Ell 111103 CFM IOAOxt OPTIONAL PATIO/SLAB PATIO/SLAB MASTER BEDROOM CAR AT ROM 11.3 CFM l0x!C ad ria e� S/AA I Center Registers IN L 4% 1 149 Clam coring {en IL9 CFM I2xOaA L1 loidox I IOidOx1 S/A CLOSE I sxClam 4I I I I I 4 I DINING ATH ��' ° ROOM 10* W.H. AR xAcimme - - J 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I 1 I I I I I I I I I I 14 COVERED PORCH I I I I Exhaust Duct Thru Soffit 4" Exhaust ° Duct Thru Wall H.B °.-FU. L AorLn JATH _ _ _ ve�cn} jt_ t%rU Install owle �OT ' 't under dlsc.not shownD clarity 232 CFM 12xix1 SECOND BEDROOM 'j l2x12x9 N B/A 1 1 grand rods 1 + I ground rods -- - --- ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER �1 E C H A N I C A L L A Y 0 U T - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. - Contractor shall torque loge I.A.W. �� h manufacturers recommendations which manufacturers recommendations which SCALE: 1/,1" = 1 - O a a e veri ie prior to construction - Verify AIC/KIC Rating prior to ordering equipment I shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onl Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free detects less 20. All equipment and panel sizes *hall be verified before 2. Provide and wire all required smoke t Carbon of or a period of not than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others 5. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. 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 i. Temper resistant AFCI receptacles are required in of construction, The contractor shell furnish and install stab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ F$C RMIL02 the requirements necessary for the equipment to be placed in 9. ArC RefriggVg Imes that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I" shell be installed In metal EMT xp 10. aeeved In ALL A/C Equipment shall comply with energy calculation I1. All work shall be done in accordance with the N.E.C. and conduit. II. All work shall be performed by a licensed electrical shall comply with all local codes and ordinances, and *hall meet all standard requirements of the local electric utility 24, Dryer Vents to be installed per Ft3C RMI502 13. contractor, the completed system shall be fulls operative. Contractor shall pay for all Tees, permits, testing, and and telephone company. 13. ins ections including blower testing where required. AIP work shall be coordinated with other trades to avoid I8. The electrical system shall be completely and effectively I B interference with the progress of construction. grounded as required by the latest edition of the N.E.C. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the '___.. i _- labels where applicable. Braden III Braden AIAe PA Architects - Planners '411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomeast.net Stuart. FL S4996 #AAC000032 A /C Meter OPTIONAL PATIO/SLAB ,'Covered flora%., / s MASTER EP BEDROOM WP GFC1 \ I \ i v see AT _---_ CAR f, ,� � Smoke / Carbon Monoxide Detector R O M r Combo c I I GFCI I IL" WiDININC.�� GFCI I• ROOM I_ FC GFCI GFCI FM ° s I I VITCHEN 91 L----- t 3'_2" 3'-" C.M. Detector i R314.3r FLgC GF 42" GFCI W.H. 1 i AthW L , I ISO A mk P Optional Panel I Pail churn panel location light in attic 42" 4FC1 GARAGE Garage Door Opener I I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN " F N \ I C too - - - - - - Fta Cente L�-y `�SECOISI� BEDROOM Attic Venting Calculations FBC 230, Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I-f.16 sq, ft. required Provide A Continuous Vented Soffit Wes( Inne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida / y WP \ � � COVERrar!r I -I _ PlaRIC H SCALE: 1/4" = 1'-0" Post Light with �"Vn o ___1Photo call I C a Date Drawn Revisions -19 GARAGE Drawn 9 wn LEFT by: C.C.U. Checked by: D.R.B. L'-3" H.B. Exhaust Duct �Thru Soffit a Wire For Front Post Light REVIEW CODE COMPLIIA CE ST. LUCIE COUNTY BOCC Sheet Comm # -j 12-2� B OF 5