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Home My WebLink AboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered, roils 12" o.c. in field. Attach b/ t5 thicK cut coral coral nsfle nl0 srlc .uco Danes finished stucco bands RIGHT ELEVATION 12 4 1 SLOPE 0 SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing F' 411651.12 26 ga. 5v crimp metal roofing attached to plywood dec 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 11.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" dre. in field. Attach deck to trusses using attachment detail on this sheet 12" O.H 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor I _ _ _ _ _ LEFT ELEVATION I Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights TERMITE TREATMENT REQUIRED ES LABLES SHOWING SHGC COMPLIANCE RGY CODE MUST )ORS AND WINDOWS NS ARE APPROVED ' loor aim ELEVATION NOTPS: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #q x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 4 SLOPE H. O Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete Finished stucco bands block construction REAR ELEVATiOi\l - Overhangs at I'-O" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 5/8" thick x 8"w cut, coral finished stucco bands Opening Type g NOA FL �� Product Model # Manufacturer Glass Attachment method D pTESe ation "" i ' Design N tt Approved 1.2.3 MI Windows L x gpcona m C¢nv�,rAUon at mar ruin seta corner and L o.c. Cheree�ter thro �geh PT Buck Into sold t+{ FL# 11499.2 Single Hung Series 185 and doors filled CMU mall maintaining inn 2.5" edge distance in strict adherence + 60 sf P to the product approval. - Overhead Model 824/811 MAN x ack to oercre mi, oti, soml filledcall sit a #s bar vere asap 31ir x P HAq HLc awve anehc e a a' sic. A 16-0330.02 9'-4" max width DAB th 1.25' d,e. s mth sin. 1' edge dmtmxe. InetaY truck to buck m s/u x 1°°1 die /mi thrsed lag .crer m each braakot mmntmnng 10-9-21 + 50.0/-60.0 psf Garage Door IL'-o" max height m of Is edg. duteat. - Ge es etrmtg adhe a to produc approval ravks 1/K' er m rd4r ehete B FL# 16614.1 Fiberglass Smith Jeld-Wen Eico 1/4' dia. tapcon with min 1.25" embedment at 3" max from corners and 1�.5" o.c. max. thereafter in head and jambs. + 50.0 PSF Pro/ Sliding Glass Mi Windows i . x �ip cone w i rietration at max. rum eec� corner end T o.c. al �ou�le row tt°iareafter throug C FL# 15332.2 Series 420 and doors PT Suck into wild filled CMU wall maintaining min 2.5' edge distance + 48.2 PSF - Door in strict adherence to the product approval. Product NOA/FL Model # Manufacturer Attachment Method E piiration Design Pressure Approved Tests NUMBER Date of For CMU use (2) 1/4' x 2 3/4' tapcona with min 1 1/4" embedment CM-18931 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" Mullions FLU 15353.8 t 1 11 d d self tapping screws per clip as shown in product approval. + 118.9 PSF _ ver ica mu ion an oors Roof 5V Crimp 26 ga. 5v cmnp metal roofing attached to plywood deck using #9 x 1.5" FL# 11651.12 Metal Roofing Gulf Coast Supply wood wrewa with Belt sealing washer at 12' o.c. max spacing over ASTM D g and manufacturing Itype 2) 30 lb felt underlayment installed with min. 4 side laps and 0 end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails - 108.5 PSF spaced V o.c. at all laps and two staggered rows 12" oz. in field. Attach deck to trusses using attachment detail on roof plan Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Kaycan Install using 2" x 2" battens at 6' o.c. screwed to soffit framing using 3" wood each truss. soffit to ba. attens using +55.0/-35.0 PSF Vinyl Soffit 98 x sC ew& rain nails install l Hurricane 24 Gauge Global Protection Install using 1/2" die. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 15014.2 Storm Panels Products LLC long 55 screw head combo. with Neoprene washer at 12 1/2' o.c. ± 45.0 PSF along the bottom and 13" o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer of LE: 1/4" = 1'-0" COUNTv PUILDING DIVIWN 4WAI&JOPt1ENCE 2 x 4„ top plate MADE base -board cost uoSISER HE S BILiTY O CTH ENTS CONlmi;JOR a RECORD 5/8" thick x 8"W cut -- coral finished stucco bands AW!'9USjE 'NDA4L PC MA ee ft)81"FELD1YO RREO Sd Wof f e®MPkyWlcA"*0puW4R QHAr 0, 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 4 1 SLOPE Gulf Coast Supply and MFG 5v Cri 26 ga. 5v crimp metal roofing attach wood screws with self sealing washer (type 2) 30 lb felt underlayment ins laps fastened with corrosion resistant spaced 6" o.c. at all laps and two s deck to trusses using attachment de am = n SCALE: 1/4" = 1'-0" mp Metal roofing FL #11651.12 ed to plywood deck using #9 x 1.5" at 12" o.c. max spacing over ASTM D tailed with min. 4' side laps and 6" end tin caps and with 1.25" ring shank nails toggered rows 12" o.c. in field. Attach tail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNED BY St Lucie County III A-0`7Lf ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP IANCE REVIEWS¢ gY DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wunne Building Corp. Architects - Planners Coconut Avenue The Grand Car. 1 t on TelS.E. Tel (112) 281-8258 _ Fax : (112) 28a1-8283 Spanish Lakes E-mail: bradenaia comcast. net St, Lucie County Florida Stuart. FL 34994 #AAC000032 12" 5/8" thick x 8% cut coral finished stucco bands FILE COPY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height. III_'-O" Roof Pitch: 4:12 Internal Pressure Co -fir cent: ±O_I8 SubJectabditg to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design TID 4�aPITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes = Roof Zone 2 Walla Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Searing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _±5__ oaf FLOOR DEAD LOAD: 1O of JOB ADDRESS: �Ck� Date Drawn Revisions Sheet Comm # 5-9-I1 GARAGE Drawn by: LEFT =.U. 1, 12 - 2 � Checked by: D.R.B. OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" 34" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior t0 steel crash post. Floor proceeding With work. Flange with 4 - o la (3/ slab 3/ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. abolts into 8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have L„ 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, o ALL Concrete used for vertical filled cells, coat. tie beams etc- to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" 2h" 6. Drywall at ceilings shall be leveled and attached to bottom chord P t sses with screws per FBC R702.3.5. 0 0 r J TDhlckneas wall Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for installatin of drywall into Spacing Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8'OlRong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 "OR 0.080" dia. x 1 5/8" long with 15/64" head Walls Either I6" a I6° Direction OR Gy1psum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 15/e"Olong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR 0.092" dia. x 1 1/8" long with 1/4" head Walls Either 16" all 10 Direction OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with '- 1 1/2" penetration at 6" o.c. max. from each corner and 20." O.C. max thereafter at head per product approval Use 3/14" 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 approval 19. ALL ceramic tile surfaces installed shall conform to AS7!1 A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers 1n accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an 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 5v Crimp Metal roofing FL "1"'.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails deck to trusses using ]attachment two detastai on this sheet rows 12" o.c. \in field. Attach Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24' o.c.) supporting Max. 1810lbs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kagean full o vent vingl soffit installed usingg 1/8 die shank x 15" long gals. rooFing nails with 3/8" die. head per product approval - "a chart Aeat #I 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade $- TYPICAL 12 4 1- Wood Base SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass `in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (1) 45 bar Cont. in each -ow. Substitute precast lintel filled with concrete and (U #5 bar cont_ for bottom row over openings 1/2" drywall over I" x furring strips at I6" o.c. with R4.1 fi-loll -insulation on typical SIPBlockwalls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onlyy proportioned per FBC R601.1 and Mortar Jonts shall comp with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (tgpicaU. -Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I- 14" x 14" Concrete footing with (2) 45 bars Cont. and 45 transverse bars at 48" o.c. Scale • 1/2" = 1'-0" Masonry Beam 011r0 N.T.S. Head fixed door sliding door 1 1/2" Bottom Track Sill Sliding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 144L 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 - 11,5L8 2" VTR JAL I I I 21" VTR Master r�i Bath 2• ILev. I 2 I Lev. I .4• 2" VTR W.C. J1L S. I I I 2'PP 3. spar. Kit. sink I Kitchen 2 I ' I Lay. I 3' W.C. Bath #2 Shia. 3„ 1• PLUMBIN I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall ypical Flooring Install aGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvalJamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%'x 5'-3 Ve" 54%s"x 63%4" Single Hung ZONE 4 2. 6'-2A"x 5'-3 I/a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 27Y2'x 38%" Single Hung ZONE 4 4. 4'-5%e' x 4'-2 %' 54%"x SIP 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 manufacturers specs prior to construction Door Schedule Mark Size Rough opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 11 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %' rrrr"ra�°`.:°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-0 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 6'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J T-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction C.O. X7o Septic RISER C c 34'-0" O° %_1❑11 - u I EGRESS O 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above O ° Covered Porch I I o - � 12'-8" O O N m O MASTER I = yOD =wa =N` 0 ry � BEDROOM /1111111, 8'-0" A.F.F. Vaulte Ceiling Flat Ceiling N, 1A� 1j I o I to 4 O O Rod E helf I H.B. " Vanity to e " N I C4 34 %2„hlg J C L O 1 2" x V knee -wall 8'-O" to 9'-B" A.F.F. rr r O I (y below counter top I Vaulted Ceiling 1 DINING i Q lu O LINENe" CAB NE iA Rod t Shelf Its F\ IC - owI f-�t T H / \ 1 ��°C��HighAVa HI hl Wall 11) 9Y4„EKITCHEI�I 3'-81'thro t--1-1/" iv 8'-O" A.F.F. g o O - Flat Ceding ° �q POP O iv OI ghD ally O �{ 1 IreG 2" filler 4'-O" Upper ca mets to O ext nd over Ref. D 3'-O"4" 8'-I" �. R n I E BATH Ln E"- --iir Tailing O - - 1 N Rod t shelf O 0 #1 150 Panel R-II Batts nwletion W.H. u ® N 4" 4t Steel Ballard 1 r See detail op yjl�� sej g 1 W I cn O I Provide auto I Attic Access , � � p I closer w___ g with - E Flat Ceding Amp q< SECONDEY i� �^ N Meter � roi 3 n VGGE BG A R A G E - 1 O O '-4" A.F.F.- Ell MT 00 Flat Ceding T_ Oo O r o r----------------- i EGRESS Block wall In ° I garage to be =i 0 0D ° l struck block l ■ p O C VER D 12" x 12" concrete olumn block filled with concrete and (2) 1 bars vert. tie into lintels bove in r7 O O I ® I I I E OD OD 00 ° ° N 00 9'-O" 3'-5" 2'-8" IP 2'- 8 -2" <4' Install windows thru buck into block with 3114" tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be 1" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails De t a l l a t W I n d ow S prior to window attachment Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34994 #AAC000032 NTS Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida FILE CC'r 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 'A U ones 6' INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into bu ON ALL JAMB, HEADER, AND at each hinge and 16" o.c. max an SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS Date Drawn Revisions Sheet Comm # 5-9-11 GARAGE Drawn by: LEFT C.C.U. 2. 12 - 2 � Checked by: D.R.S_ OF 5 STRIuCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS TARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL1) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE !="C" 3. POISON SOIL AND COVER W/ 6 MIL- VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FCLAD/470N F"L/4N ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS IAND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITEC URAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCR TE PROTECTION 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 LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 2800 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 48 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to S'-11" wide. Provide (2) filled cells On each Side Of openings from 6'-O" to q'-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) 6. 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 Sol[ test prior to construction and provide a copy of loll test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A-16 and A-38 Specifications. ALL Anchors to be A--30-1 steel. 9. Provide a minimum of 3" concrete protectlon at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ,SECTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade AL Nr c — °°E_ _—IIII =IIII III IIII 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. I4" , TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 10" (2) 45 bars cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 14" below finished floor SCALE 1/2" = I'-O" Verifg house slab height in field 30"x30"xlb" concrete column footing with (4) #5 bars each way SCALE 1/2" � I'-o" Thicken edge to 8"x8" with concrete and 4" concr one #5 bar continuous 6"x6" 410/Ii \ clean coi GRADE\ , SCALE: 1/4" = I'-O" 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- e slab with fibermesh OR WWM on 10 mil Visqueen over acted termite treated fill PORCH SLAB EDGE1 DETAIL 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb O'- Grade =_1= =IIII=IIII 14" CALE 1/2" = 1'-0" 3EE TYPICAL SECTIONS 4" concreje slab with fibermesh OR 6"xV #10/10 WWM on 10 and Visqueen over clean compacted ,termite treated fill `Tr�rrr T �.I "w x 14"d concrete monolithic footing with (2) 45 bars cont. GARAGE CURB DE 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 L #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI ALE 1/2" = 1'-0" See Floor Plan For Location Double Filled Cell Column NTS 2" x 6" 3/6"dia. PT wood secured x 6" anchor bolt with at 18" o.c. Braden It Braden AIA, FA overhead jamb per door track secured to wood manufacturer's product approval Architects — Planners 41Z S.E. Coconut Avenue tiara e Door Jamb Detail STATED ITS Tel : (112) 281-8258 Fax : (112) 281-8283 GARAGE DOOR TO WITHSTAND PRESSORES IN PERMIT INFO BOX ON SHEET #I- SEE PRODUCT E-mail: bradenaia9comcast.net APPROVAL FORM FOR MANUFACTURED MAKE AND MODEL. Stuart_ FL S499(. #AAC000032 14'-O" JI 1 UIUI_... _1J-1-1-1-1IUIUI IIL I I I FI I —" ---F— — —— T F------0�_J � 0�1 J Filled cell under girder above I - 24" N O Rear Patio/Slab r I r _ to be poured separate from the house slab. I o m I Thicken footing to 24% x 14"d x 24"L I I pl under filled cell I o under girder bearing. LEel O — ol — —\ w I Rear Patio/Slab to U m be flush with bottom of vT � w I sliding door recess, v? Slope 1/2" 32'-8" 4" concrete slab with fiber esh OR I O O ®�° 6"x6" #10/10 WWM on 6 mil V squeen over clean compacted termite treated fill I I o- F - I I I FI E I o H-B- 4'-0" I O - 37- - --�-- o A/C E)r—--———— — — w.H. I I #I I 4"0 Steel Ballard � filled w/ Concrete 0if Fag of o�`~ � I I`F21a�1 Io COT 3aF m I to� m I ?= I I I - I `- E t! I I I E I �E I L__ a FI I 'n o o� _; I N � m\ _il O 1 4� o \\ uoo I FI �o� cv F51--_--_---�o I F5 # r- I I I I I O 00 x Q LU O 69 Recess for �n ----� Garage Door n7 -7 — — nn 3' -5" Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 9'-O° J F 6'-2" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 3o" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions Sheet 5-9-11 Comm # GARAGE Drawn bg: LEFT c.c.u. 3. 12-2� Checked by: D.R.B. OF 6 ROOF SHEETiNG ATTACHMENT DETAIL I. 2. I IIriIiil Wll I`/uil �1i c - Minimum Screw Size WW 11'.J = 1*8 x ......- • , � ....1. 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated for 3 in permit info box on these plans zone Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete BUB-OB/OT precast - - lintel set in mortar Min. 8" Bearing - --- -- -I-LL - - - J. t:. Provide PT Buck h -:d Poured Filled Cell attached per jamb a etalla into filled cell Pre -cast Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. Kegl Area Edge Field Fastener Max. Pressure (t I Zone I 6" 6" ad ring shank 45 psf I Concrete Footing Co Me crake Anchors Per uracturers Specs Zone 2 6" Sd inn shank �6 psf j fare Tooter schedule Poured Concrete a Zone 3 4" 411 8d ring shank 8-4 psf --- for exact aura) concrete block wall ry /+"Max. 112.5 psf DETAIL AT WINDOW OPENING IN \ ** Zone 3a 1 6" 16" 48 wood screw f f ** Use nails or screws based on pressure or roof d WALL Scale: I/2" = I'-O" CBS I state in permit Info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" lumn Block SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5" nails at 4" O.C. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss v#1 Rebar `: I i2ebar 48 Bar Dia. Overlap TRUSS BLOCKING DETAIL t0 Lintel �ttac�hm�nt fitT GIRDER STRAPPING ,AT CENTER BEARINGS POINT NTS I 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper back d wire lath nailed to substrate through one layer of ASTM G Tyype 2 felt paper using 8d nails. Subst, to to be 19 /32' CDX Plywood nailed at L" o.c. in fi Id and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plgwood',deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with mina, 4' side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6 a.c. at all laps and two etaggered rows lit' o.c. in field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel _ #5 bars • "I r'%'•'R...::.: 7 CLEAR Lintel Length g Bar Length Clear Span "A" Bars B" Bars 2'-10" 2'-8" 1'-6" 2,#3 none `----' `----' `----y 3'-4" 2'-2" 2,43 none BFB-OBAT BPS-IB/IT BPS-IB/2T 4'-O" 3'-10" 2'-8" 2,43 none Additional 4'-6" 4'-4" 3'-2" 2,#3 none #5 bars ; CLEAR�; - ne Row of "H" t>: 2,#3 Block Above , r 5'_4' 5'-2" ¢'-O" none 5'-8" 4'-6" 2,#4 none r`r�J.;•i,r'�'ry Precast Lintel U•;:';''' 2,44 none i Additional `----� #5 bars ----, 7'-O" 6'-2" 2,45 none 8PI6-IBAT 8F16-IB/2T 8, 4„ 1' 10" �'-O" 21*5 none NOTES: ALL reinforcing steel Is grade 60. I. min. coverage of steel=l.5" 2. min, bearing required a ea. end=8" S. standard for rant. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rowe of "I -I" Block Above Bottom steel Size Top Steel Size Max. Gravity Load (PLF) Max. Upatt Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" BF8-OBAT I #5 3049 ISL9 1024 L31 2'-6" T-8" 3'-1. 4'-0' BF8-OBIT I #5 2561 1313 14S L45 4'-5" 5'-10" ere-OBAT I #5 1105 909 339 L50 5'-O" 6'-6" 8F8-OBAT I #5 1238 835 121 L40 6'-B" 1'-4" 8F8-OBAT 1 #5 loll '12'1 534 LBO 8'-O" r-4" 8F8-IB/2T I #5 2 tt5 152 591 512 L90 9'-O" 10'-4" 8F8-IB/2T I #5 2 #5 443 530 401 L90B T-O" 10'-6" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" ll'-4" or-IB/2T 1 #5 2 #5 582 494 452 WOOS 10'-0" 11'-4" BFIL-IB/2T ONE 1 #5 2 #5 1346 1028 452 LI20 12'-O" 13'-4' BF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 131-4" BFIL-il ONE 1 #5 2 #5 1015 110 324 L140 14'-0' IS'-4" erii B/2T ONE 1 #5 2 #5 1250 609 259 L140 IL'-O" IT-4" OF-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" IT-4" BFIL-IB/2T ONE I tt5 2 tt5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTEL5 SHALL BE FILLED SOLID WITH %OOO PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOPZ 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.cJ supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub- Fasci Kaycan full o vent vinyl soffit installed using 1/8" die shank x 1.9" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet al 12" x 12" concrete column block filled with concrete and (2) #1 bars vent. tled into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of footer 10 below finished floor 12 4 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web n� 1/2" thick stucco on 3/8" hi-rrb lath attached to horizontal and vertical wood framing with nails a staples to provide no less than 1-3/4" 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 #S bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Aluminum Panel Sizes per manufacturer - See T mal d Detail v 1/8" x 3/3V Wing Nut w/ appropriate washer and spacing `m per manufacturer's Details d OL.0 4 ham slew i c u , e 99" I J � I a q m d i K m < m I I F I I i I I I I IetS' I I Stud Detail Poured Concrete or i Stud w/ bfa, Cast Zmc nTs concrete block wall \ i Nickel Pla4ed Wing Nut Concrete Anchors Per y Manufacturers Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss RE-ENGINEERIED WOOD TRUSSES ® 24"o.c, TYPICAL ( shop drawings py manufacturer ) ,n U) L X � r O� L a (9 rL d =-t N N U � o� U)LL U p O Ems= °p O N L UJI Euic Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss n = O � N R-30 blown fiberglass w in bottom chord of trusses p m° -I/2" drywall with smooth finish o0 0 = Two rows of beam block filled with concrete (U #5 bar cant. in each row. Substitute .and lintel filled with concrete and (U #5 �recast ar cont. for bottom row over openings m N 1/2" drywall over I" x furring strips at IC o.c. with R4.1 t`i-fotl -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 per FBC RLO1.1 and Mortar joints shall comp-ly with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and (D #5 bar Vert. (typicaU. R O O F -M h II t d Strap truss to wall using Simpson MGT with )Impson HtZ I /- 1V S/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to ( 24" o.c.) supporting Max. truss leg per detail on this sheet HETA 20 1810 lbs. uplift ME MAN IVAWAWAAA Bill WE; I MANA, W1,10A, mill I Gulf Coast 0 woo lais fastened with !-.orrosari resistant tin caps and t detail on this sheet iMIAMI 0 now 0*1 FLAIL O lU F11 COPY Woad 48'" unless nothearwiseo noted e see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base J spacing at openings 4" concrete slab with fibermesh — ROOF PiTCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET en L"x6" #10/10 WWM on 6 mil Vlsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill \ — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Illliiilllll��_ I� 14" F 1 3 Tubical Section at front Forch Scale , 1/2" = 1' 0" Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 281-8258 Fax : (112) 281-8203 E-mail: bradenaiascomc13st.net Stuart. FL 34994 #AAC000032 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 CONSTRUCTIOi Wgnne Building Corp. Date Drawn : Revisions : Sheet Comm # 5-9-11 The Grand Carlton GALE�C.C.U.T E Drawn U. i4 " 12-2� Spanish Lakes Checked by: St. Lucie County Florida D_R.a. OF 5 PANEL "A" Poles BR Load wire Description cite# cite# (�escnption Wire Load BR Poise 2 40 1.0 kw #a A/C comp 1 2 AHU slo 3.6 kw 30 ; 3 4 I 2 30 4.5 kw #10 40 gal. water HTR 5 L Range 46 12.0 kw 50 2 � s J I 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 412 13 14 Dishwasher #12 1.2 kw 20 1 20 1.5 kw #12 Microwave 15 16 Refrigerator 412 1.2 kw 20 1 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 912 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts tt12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts U12 20 1 1 20 1.4 kw 912 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 412 20 1 1 20 #12 General Lighting 29 30 Recepts a#12 20 1 I 20 #12 General Lighting 31 32 Recepts 312 20 1 1 20 ##12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 412 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 412 Smoke Detectors 3l 38 General Lighting 412 20 F 1 20 #12 Bathroom GFI 39 40 General Lighting $12 20 1 spare 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3 watts. sq. ft.) Small, .A,pplrance. Cmcuit(s)... _ .. .. ... .. .. ... Range _ ..... ........ ......... ............................... Refrigerator ................................................ Microwave Dish Washer ............................................. ... ... ............ Clothes..Washer...... .............. ... Clothes .Dryer....... _.................................. .... Water Heater ............I ................. ..I......................... .... Water Pump ................. .................................. Garage Door . Opener .................................. 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 2i,415 e40% 1 0 10.944 Electric Heat or A/C 10,000 %6% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper were only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 7. 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 RMI602 10. A/C Refriggerant lines that are run thru slabs must be sleeved in FVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. H. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not leas than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. Vent_t#hru --_ Soffit AiC Meter 143 CFM loxIox6 MASTER BEDROOM 163 CFM loxlox6 12x12x9 B/A 4\� ° 12x12x9 B/A CLOSE CFM ex4x4 _ B� x4 ATH 150 Amp Panel I -`\ t-- �N Iry CFM - -r--To U'r- PATIO/SLAB I I GR IAT ROM I I I Center Registers 169 CFM on ceiling fan 169 CFM IOxI0x IOxIOxI 12" iW r w I 22" x 54" �t > 1 Attic Access 3 with light I = 1 L _ - _ _ - J I Q IL Lc__I GARAGE r----------------- I I I I I I I I I I I I I I I I I I I I I I MECH,4NIC�L L,4YOUT SCALE: I/4" = I'-O" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical Igstem and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes anc ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be comlpletelg and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall) be verified before ordering. The contractor shall provlide circuit routings to suit the job conditions. 22, Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in ,or through any concrete slab shall be spaced a minimum of 'three diameters of the largest conduit or pipe from any o her service. 24. All exposed wire below 9'-1" shall) be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RM1502 I W 12�A1 I �ce7i�; 2040 I I I i I I IL" I I IL° J DINING ROOM 232 CFM 12x6x1 SECOND I BEDROOM l2x12x8 �1 B/A COVERED PORCH A/C disc. ISO #2/0 Aluminum fAMP eed I i/a" Conduit MCIB PANEL M TP PAH 2" PVC ( FPL 2" rigid service FPL to Bare tteriin5cont rrbaslab 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 H.B. Vent_ thru Soffit Braden it Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia°comcast.net Stuart_ FL S499L UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GP Install oulet under disc. not shown i clarity ELECTRICAL FDLAN PATIO/SLAB SCALE: 1/4 = 1'-0" Attic ventircI Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio VISO = 14.1( sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT Date Drawn Drawn bg: C.C.U. Checked bg; ED. R.B_ Post Light with Photo cell I Revisions 0 1 N u= H.B. Exhaust Duct -Thru Soffit i Wire For Front Post Light Sheet I Comm # E-I 112-26 OF 5