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HomeMy WebLinkAboutBUILDING PLAN1'e Copy AAliAPti rt1 0'-0" = Finished Floor St. Lucie, couitiv k=i. 12" .H. 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1,2E ring shank nails anarAri L n r At All IAhs And two staaaered rows 1211o.e. -ic- field. Attach 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEV/470N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 underlagment 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 4" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deeck to trusses using attachment detal on this sheet 5/8 thick x 8"w cut coral finished stucco bands 3 3 5/8" thick x 8"w cut coral finished stucco bands T-Inisn l_ouiuiilrlb I il.11 5/8" thick cut coral finished stucco bands ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 cif: IMt i1CJ("Ui �IDiLl1 i yr inn 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" 'InXTP��`T1}R f}p R ('flpta 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 4" end ALL MANUFACTURESLABLESSHOWING 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 In field. Attach U FACTORS AND SHGC COMPLIANCE deck to trusses using attachment detail on this sheet WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED i..;aLSE r NS {�ivt� A6 i+i� i1✓05c1� � 0 ; 12 AIDE SUE,lECT TO ANY CORRECTION'S SLOPE 4-EQUIREC BY MELD INSPECTORS THW, rMAY Sf', NECFStARY IN ORDFF TO COIRPLY diri� I ,I., r IwICA ; G0DES. 2 . 12" D.H. ,T> - -__ l'LA1NS D E1'011� 14�[JSi m1, s� )F or,,. ' 51°E-CT10 W LLv MI .' Finished Floor Ll H. ® thick light textured / stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Flan - 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. 12 SLOPE 4 2" I.H. u>�v� thick light textured stucco on typical concrete block construction -- - - - - - - - - -- - - - - - -- - - - - - - -- 0'-011_ RIGHT-LEVATION SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method TEST Expiration Design Pressure of Approved Tests Type NUMBER L Iq. x gpcons miRr1. pgne��ptLor at ma c rom each corner end IL O.C. ti,eraaFter through PT buck into soled I1,22,3 FL# 1�499.2 Single Hung Series 185 Mi Windows doors filled CMU wall maintaining min 2.5" edge distance in strict adherence +_ 60 psf and the product approval. Overhead Model 824/811 9' 4' max width DAB rnto te xSuck to concrete block with a call uit a 45 bar rrt. v«ng a/s' x c' Hitra HLC Sleeve anchor, at 8' of hg i255/16' xalh5/8''"tfullm'threek lag ecrreaes in eachaibrackettmaintaining 10-9-21 + 50.0/-60.0 psf A I6-0330.02 Garage Door 16 -o" max height I mire or I-S' edge distance - OC to etrictlg adhere to product approval rov�de l/IL' nut umeher on idler eherte. Smootn Pro/ Jeld-Wen Elco I/ '1" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF B F L # 146rt4.1 Fiberglass h Pro Sliding Glass g Mi WindOWs L m. x 3 peons w min. ppenetration at max. rom each corner end I� o.c. all double row thereeFter through PT Buck into solid Filled CMU wall maintaining min 2.5" edge distance + 48.2 PSF C FL# 15332.2 Door Series 420 and doors in strict adherence to the product approval. _ Product NOA/FL Model # Manufacturer Attachment Method D tt pe ation Design of Appure rovedTests NUMBER CM-18531 Mi Windows For CMU use (2) 1/4" x 2 3/4" tapcons with min I I/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FL# 15353.8 vertical mullion and doors self tapping screws per chp as shown in product approval. - Roof FL# 11651.12 5V Crimp p Gulf Coast Supply 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 Metal Roofing and manufacturing (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF spaced 6' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal 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 n " wood screwseach rues. Install soffitto battens using +55.O/-35.0 PSF Vinyl Soffit 0.12x rain Hurricane 24 Gauge Global Protection FI# 150-14.2 Products LLC Install using 1/2" die. solid set lead anchors with 1/4" dia.-20 x 1.9" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. + 45.0 PSF Panels Storm Panels along the bottom and 13" o.c. at the top - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Interior Non-Bearin Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced C' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deeck to trusses using attachment detail on this sheet Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION truss bottom cord / '1 e, 0. C. Le ermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Fartition -.6 - SCA,NNEI BY ST UJCIE COUNT* 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager 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. 12 SLOPE 4 thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCALE: 1/4" = 1'-0" ALL CONTRACTOR WART2AN7IES 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 Velocitg: 145 mph ultimate Mean Roof Height: ll'-O" Roof Pitch: 4:12 Internal Pressure Coe icient: ± 0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.4 = 0.126 Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.4WL; O.6DL+0.40L Components t Cladding Wind Pressure (HET) Roof Zone: 1. +20.4/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components 4 Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pair Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following. APPROVED SHUTTERS: X IMPACT CLASS- BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: par FLOOR DEAD LOAD: 1O of JOB ADDRESS: 0 TL2oO 1PiTCH ® = Roof Zone 1 Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones - Roof Zone 3 i i L. . ui nne BuildingCorp. MODEL: Da;egDrawn : Revisions : Sheet Comm 1$ Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue The Orland Carlton GARAGE RIGHT Drawn by: � _ 2 i 12 Tel (��i2) 28�-E3258 C_c.u_ . Fax : (712) 287-8283 Spanish Lakes Checked by: E-mail: bradenaia corncast.net St. Lucie County Florida D.R.Q. OF 5 C,tii:art PI :,4ggL tkAAC_000032 File cepy. �FLOOR FLAN CRASH POST DE7,41L TYPICAL NOTES: SCALE 114" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, rafters, etc... to have Slab (3/8"t So ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2r2" 2'r2° 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 X3/8" ° 2r2" �. Drywall at ceilings shall be leveled and attached to bottom chord : of trusses with screws per FBC R702.3.5. 2'2" o 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not Finished wall or stud dimensions. mil. 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 2,2" 2r2' handicap accessibility requirements. ,�' ,2" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. gall and Ceiling shall have a flame -spread classlficatlon 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 Masonry Beam I x 6 P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code editlon 18. Gypsum board material shall conform to ASTM C3�, C79, C�75, C514, C�30, C931 Cc�O C1002 C10,41 Cll-f1 C1118 C1278, C1395, or C139� and shall be Installed according to the following: (FBC R-102.3.5) r..,.., Drywall Thickness Location Orientation Framing Spacing Max. spacirg of fasteners Nail sizing options for installation or drywall into Maximum wood framing members Nails Screws 2" x min. thickness Ceiling 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 5d cooler nail /2 OR Walls Either i6" 8" 16" 0.080" di 15/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dra. x 16/8" with 9/32" head. Ceiling Perpendicular 24" 7" 121' 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either I6„ 8 16 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dra. x 1 1/8" with 19/64" head. Install SGD thru buck Into p o O block with 3/1C 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 fixed door N.T.S. AREA CALCULATiONS 34 -o" Living A/C = 1.44� sq. ft. 2" Front Porch = 1,41 sq. f t. 2- Rear Porch = 200 sq. ft. ° ° o0 00 00 00 Garage = 321 sq. f t. - o EGRESS O Total Under Roof = 2108 sq, f t. 2" VTR JIL I I I I 21' VTR Master Bath 2' I Lev. I 2" I Lay. 4° I 2' VTR W.C. JIL 3' I I I I shwr. 3" % I Kit. sink Kitchen 2 I I I Lay. 3" W.C. Bath #2 shwr. S. C.O. To Septic PLUMBi1 G RISER x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Use 3/16" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max ry Masonry Wall thereafter at sill per product a royal (Y Bottom Track - Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Head S l l d i n g D 0 0 �' D tall I i/2 penetrationat 6 o.c. max. I°I. ALL ceramic tilt surfaces Installed shall conform to ASTM A108.1 thin A108.�, from each corner and 20." o.c. max A 10 8.1, A 118.1, A 118.3, A 13 � .1 and A137.1 thereafter at Jambs per product approval Jamb 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM At Masonry Wall NTS C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendatlons Shall - - be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation Including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 8-4. Insulation shall comply with F.B.C. R31�. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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" 0,c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) Iod x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip----'`�R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kagean full o vent vinyl soffit installed precast lintel filled with concrete and (1) 45 using 1/8" dra shank x 1.5" long gals. bar cont. for bottom row over openings roofing nails with 3/8" dra. head per product approval - see chart sheet #1 1/2" dr wall over I" x furring strips al 16" O.C. with R4.1 PI -foil 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 and shall meet all pertaining ASTM codes. block construction ao Mortar to be Type M only proportioned per FBC R601J and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 35 bar vertoverlap w/ Fill cell with concrete and 30" overlap ----__ at each filled cell (I) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade III II I I II- _ ,Ili- " 14" x 14" Concrete footing 14 with (2) #5 bars cont. and #5 T Y I � � � ,� ,�� � � � (O �I transverse bars at 48" o.c. el - Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE 1. 4'-5 %" x 5'-3 %" 5'4 %8" x 63i4" Single Hung ZONE 4 2. 6'-2 %"x 5'-3 '/8" is Itx 63 %4` Single Hung ZONE 4 3 2'-2" x 3'-2 1/2" 271%2"x 38%8" Single Hung ZONE 4 4. 4'-S %" x 4'-2 %" 54 %8" x 54 Y8" 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41 %f"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" m bottom Z4" x 81 %2" oforace" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-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 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet � 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 manufacturer s specs prior to construction a �r 12" x 12" concrete column block filled with concrete and (2) #7 bars vert. tied into lintels above Covered Porch 12'8" MASTEAt R 8'-0" to 9'-I „ A.F.F. B E D R O O Vaulteeiling 8'-0" A.F.F. Flat Ceding GRE ENL N AT RqoM 1 Rod Shelf 4 1 �I �- , n u u +N L SET 8 0 to 9' 8 A.F. - - 2" x 6 knee -wall � o Vaulted Ceiling I below counter top !K 1 Df �iNG I I 8" LRod Shelf I Vanity to be 34 %2 "high 0 O I High Ball 1 K1I7CH O Rod t Shelf N Flat Ceiling SECOND -� BEDROOM 11 EGRESS Vanity to e 34 % "high m H.B. 0 0 _ Ln C�V O N H -11 Batts eulatia H. 4"cli Steel Ballard � LLI � I p � -ny 1 V � „ ae� c�gtr,�l $n this sheet 1-1" " N , Attic Access Provide auto � I _with Irght _ J closer ' L I Qd -M 22" .. �CE� 1 I N 4BINET 4" a 150 mp m Panel E ERGENCy GRESS GA11 RAGE IO T F-*-� 8`-4" A.F.F. O Flat Ceiling -o _ N JI1=11 w Il_JI ! O O �� 12 x 12 concrete column block filled lith concrete and (2) #1 bars vert. tied O R C into lintels above install windows thin buck into block with 3/I6" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails brior to window attachment NTS 34'-O" Block wall in I � garage to be "-----, I struck block I I I I I I I I I � I I I w OL ll.l H Vent ryer / throng wall #Ic o I Meter Attach buck to block wall with I/4°' dra. Elco coat screws with min. I I/4" penetration at 12" o.c. max and 4" max from each corner thin Exterior face 2°° x 6" PT Buck of wall awes INSTALL VULKEM BLOCK SEALANT #8 Wood screws thin iamb into buck ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS Scale I/2" = 1'-0" 'File CODY STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 9. BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXiST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, E-C. 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 ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSi OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Il 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 12 (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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. I4. 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 FCLIIIIIIIIIINID/47ICN PLAN ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE 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. 1. Ang 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 felled cell With concrete and 1 9S 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 �'—O" to 9'-11" 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) Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Company prior to truss construction T. 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 �0, meeting ASTM A-1, and A-3S SpeclflcatlonS. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3 concrete protection at footings and -1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ SEE 30" overlap TYPICAL at each filled cell �ECTIONS 4� 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Gr .. rr . co m _—III till i 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cons. Step per .:.o ., foundation plan Ne,a 10" (2) #5 bars cont. bottom steel 12" J/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor =11111 1- 30"x30"xl6" concrete SCALE 1/2" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE 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, backf illing 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide In annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with (ibermesh OR slope. 6 xd 410/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill O'-O" F.F. Grade I I I 11411w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double 1=111e6 Cell Column NTS t — L 1 1 D 20'-0" -- - -- tj- I — — — — — — —— 3 Filled cell under girder above CID 17 — — — — — — — — — — — 1 FI 14'-0" JI 1 IIJIUI_�_; _; _.1 IUIIJI I IL° r— — — — — — — — — — — I FI 18 Zo Rear Patio/Slab ul —to be poured separate L I- from the house slab. _ 1 o O 1N 0 r Thicken footingg to I 24"w x 14"d x 24"L under filled cell FI 1 under girder bearing. — — --� I 1 Rear Patio/Slab to be flush with bottom of sliding door recess. I Slope 1/2" 1 1 H.B. 4" concrete slab with fibermesh OR 6 x� 410/I WWM on L mil Visqueen over o clean compacted termite treated fill 7 FI I r I � /C FI � L——— — ----� - T- T- T- T- T- T- 0 7 77�1 l i nn I� F---T F_ k V IO C I� FI Io TERMI7Ei'RE,ATMEW, R.E"U"'E f_J_ — 71 �3 4" 0 Steel Ballard I $$ r W —/� 1 ®filled w/ Concrete � -<J I _U I I 4J 1 1 E 1 > 1 E n E -� 0 0 � 0 I v°110Ito Lit�I�- oO I I r- o to o N IFS N co O x 1 1L I 141 _6„' I Ln o o ___ 0___ o — o t_ 3 F 6'-2" N2" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above L — - — — _Recess for- 71 7777571 Garage Door nn 3'_5" 1 1 3'-5" 0 I N 0 1 v- M `r FOOTINGS SCHEDULE Mark Size Description 1=1 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY `F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB O'-0" 'fie Copy , MW Ke Area Edge Field Fastener Pressure Zone I �" 6" 8d ring shank �5 psf Zone 2 �{" 8d rin shank �16 psf Zone 3 �{" �" 8d ring shank 8'� psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf Concrete / Lintel Column Verify with Plan Nal Rebar to Lintel 4 12"x 12" Column Block Rebar 8 Bar Dia. Min. Overlap .0 Provide 45 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel Into continuous the opening calls for It. beam block steel. � , B Provide Cast-Crete=.;�`r� r --- �� �-•�:=-7: � �7:r.4;-:,-4 �-�- 8U8-OB/OT precast - - -- - - lintel set in mortar �;:, r' �• . ' Min. 8" Bearing %ti � r.vl �.;1 l i• •; � . oured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel Into continuous footer steel. ":k:• r.l[•;.. :.,�•• ..�.�.. •�;y.[:••.,�'.,"•,v',:•'•� Concrete Footing _ °.J:+' ' %' :"• :L':' �•— (see footer schedule for eXBCL sizes) DETAiL AT WiNDOUJ OPENiNG IN C B S WALL Scale: 1/2" = I'—O" 12 SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockrnjq to vent. leg of truss with lOd x 1.5 Walla at 4" o.c. Install Simpson MGT Into wall usingg 5/8" dra. threaded rod set min. 12" into wet beam and (22) IOd Halls Into truss 3LOCKiNG DETAIL ,� I INDt--R STRAPPiNU A t t a C i M& n t AT CENTER BEARING POiNT NTS -1/8" thick light textured stucco installed per ll1/Ii � ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D TuPe 2 felt paper using 8d nails. Substrate to be 19/32`` CDX Plywood nailed at 6" o.c. in field and edges with lOd ring shank nails into studs. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ja. P metal roofing attached to plywood deck using #q x 1.5" 5v trim woo 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 I-25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12IS " o.c. in field, Attach deck to trusses using attachment detail on this sheet Bl Two rows of beam block Felled with concrete and I #8 bar continuous In each row. Hook vent. bar over to bar with p 45 90° bend bar with a 10" min. lap at top bar. tt5 AdditionalPrecast Lintel �� '•'"•� r �i>.rr, N :r;' •� '_>.::.::.• ,� CLEAR LINTEL Lintel Lengt h Bar Length) Cletir Span "A" Bars nB n Bars 2, 3 !':��. =• ^one 1 1 1 ► ► 1 3'-4" 2'-2" 2,43 none 8F8-OB/IT eFe-IB/IT 8F8-IB/2T Additional •4'-0" 3`10" 2'-8" 2,93 none — #5 bars �"'•!�:` CLEAR ''.; �'-6" �{'-�{" 3'-2' 2,#3 none ne Row of "H°' none :•�� Block Above5:_21: :.. .. ; •.I 5'-10" 5'-8" •4'-6" 2,#4 none r ''•�'� Precast Lintel 1 �'�"'��•' 1 Additional '•��;:•.�.'. 1 6�_6, 6 _�, 5,_,�,� 2,44 none 45 bars 7'-0" 6'-2" 2,45 none BFIL-IB/IT BFI6-6/2T -1'-10" T-O" 2,1$5 none NOTES: ALL reinforcing steel Is grace 60. 1. min. coverage of steel=l.b" 2. min. bearing required s ea. and=8" 3_ standard for reinf. steel=ASTM A615 TYPiC,4L LiNTEL SECTION ( PRECAST CONCRETE ) Simpson SCHEDULE Mark Window or Door Unit Width Lintel -Size Cast -Crete Specification Rows of "H" Block Above ,, ,, Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" eFe-OB/IT I its 3049 15L9 1024 L31 2�_8" 4'-0" BPS-OB/IT I #5 2561 13L3 it's L45 4'-5" 5'-10" 8F8-OB/IT — -- - I its 1105 909 339 L50 5'-O" L'-L" BPS-OB/IT I its 1238 835 121 LLO L'-8" 'i'-L' 8F8-OB/IT I its 1011 i21 534 L80 8'-0" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-L°' e11=e-8/2T I its 2 #5 443 530 401 L90B 9'-0" 10'-4" BFI4-6/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" BPS-IB/2T I ti5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFI4-IB/2T ONE I its 2 its 1364 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T I sty 2 i#5 471 428 324 L120B 12'-0" 13'-4" BFI6-8/2T ONE I tt5 2 ic5 1015 'I10 324 LIDO 14°-0" 15'-4" BFI4-8/2T ONE I #5 2 sty 1250 409 259 LILO IL'-O" 11'-4" 8F8-IB/2T i #5 2 #S 300 192 194 LILOB I('-O" I1`-4" BFI4-IB/2T ONE I #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER I-4'-0" LONG ARE TO BE PRESTRESSED. HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails - ( 24" o.c.) supporting Max. 18101bs, uplift Aluminum Drip _ Edge 6. Fascia 12" 2" x 6" Sub -Faso Kaycan full o vent vinyl soffit Installed using I/8" dra shank x 15" long gale. roofing Haile 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 vent, tied Into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below Finished floor Po.•ec Cot concrete b Poured Concrete concrete block u Aluminum Drip Edge ( Fascia Concrete < Manufacture Flash and Counter " flash Nail ledger to gable end truss with (2) lOd ils at each web I/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood Framing with Wads or staples to provide no leas than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8 thick light ght textured stucco on typical concrete block construction Varies - see plan 45 bar vent. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan 'r ozsu Flush Mounted Shutter Detail >luminum Panel iizes per manufacturer See Typical Stud Detail l/e" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ io Stud Detail Stud w/ Die Cast Zinc N78 Nickel Plated Wing Nut f' nts Brace Gable end with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd Halls at each truss PRE-ENGINEERED WOOD TRUSSES � >s 24"o-c- TYPICAL ( shop drawings by manufacturer ) " \R-30 blown fiberglass In bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar Cont. In each row. Substitute precast lintel filled with concrete and (I) #5 bar Cont. for bottom row over openings I/2" dr wall over i" x furrin g strip s a� 14" O.C. with R .) fi-foil � insulation on typical 8" Block walls _ All drywall to be Installed per FBC R702.3.1 i and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC 607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and � (I) #5 bar vent. (typical). Slmpson 777 L90 L90 HET,4 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 2'q'" o.c.) Supporting Max. (22) (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 11 lbs. uplift ETA 20 truss leg per detail on this sheetOEM tl I L90 �i N BI W .:. LLo_u__ � I � - 12 e � W =3 vJ � 211 BI (L W � ETA 20 OOF: FL/4N race Gable end 4" SYP #2 min. nailed to bottom ids using (2) IOd ads at each truss I STARTING CONSTRUCTION. Max. spacing shall not exceed 48" unless otherwise noted '! Wood see foundation plan notes for - OVERHANGS AT 1'-011 UNLESS OTHERWISE NOTED ON THiS SHEET Base spacing at openings d I p I I I NOTED •4" concrete slab with fibermesh ORR0ROOF:PITCH AT -i'12 UNLESS OTHERWISE ON THiS SHEET 6"x6" #10/10 WWM on 6 mil Vlsqueen over - TRUSS SHOP DR,4WiNGS TO BE PROViDED BY MANUFACTURER clean compacted termite \ treated fell - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THIS APPROVAL IN �UR(TI1� �'R10R TO POR G: '= ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER 0111 ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section a 1 Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION File Copy PANEL "A" Poles BR Load Wire Description circ# crrc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 5 4 L 2 2 30 4.5 kw #10 40 gal. water HTR 1 Range #G 12.0 kw 50 e 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 31:12 Kitchen S.A.C. I 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.1 kw 412 25 2G Recepts #12 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 U Bathroom GFi #12 20 1 1 20 #12 Smoke Detectors 37 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spare 1 41 42 _Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq, ft.) .Small. Appliance ,C,ircuit(s) . Range......................................................... Refrigerator ............................................ Microwave .................................... I ............ I........ Dish Washer ................................................................. ,Clothes, .Washer ............................................... .Clothes, .Dryer ................................................ Water Heater ................................................................. Water Pump ................................................... Garage Door Opener 1735 3 5,205 2 1,500 3,000 I 12,000 12,000 I 1,200 1,200 1 1,500 1,500 I i,200 1,200 1,200 1 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 8100% 1 10,000 10,000 Remainder 21,415 `40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps I',- _' I Electrical Sgmbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed FIB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E)c Waterproof ground fault circuit 0 Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel © Central Vac rc':� Electrical Meter Qs Smoke Detector Ceiling Fan Television Jack ❑- Telephone Jack A � c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verif g location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be 11JP/GFi protected. 1. Recessed cans to be installed per NFPA requireme-ts. 8. AFCi receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must complg w/ FBC RMI602 10. A/C Refriggerant lines that are run thru slabs must be sleeved in P V C 11. ALL A/C Equipment shall complg with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay For all fees, permits, testing, and inspections including blower testing where required. 1-4. All work shall be coordinated with other trades to avoid interference with the progress of construction. IS. All required insurance shall be provided for protection against the public liabilitg and propertg damage for the duration of the work. I6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancg,, or one gear from closing sale of house. Correction of defects shall be completed without addltlonal charge and shall include replacements or repair of arg other phase of Installation that may have been damaged. H.B.+_ Vent thru___ Soffit MF_CH/4N'C;4L L/4YCL�7 SCALE: 1/,4" = 1'- 0/1 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 system 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 complg with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitg and telephone company. 19. The electrical system shall be completelg and effectivelg 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 provide 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 ang other service. 2-4. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 #2/0 Aluminum feed 1 i/2' Conduit --. T 2"PVC (FP 2" rigid service FPL A/C disc. ISO MCB PANEL AHU Bare #` copper wire to #5 cont. rebar in slab _-_ Vent _tlsru Soffit ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, PA Architects - Planners -f11 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (772) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 3-49% UAAC000032 H.B. Exhaust Duct Thru Soff►t- Wire For Front Post Light PATIO/SLAB ELEC-�'�AL PLAN 0 u x W v i. Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P GFCI Install oulet under disc_ t shown for claritg SCALE: 1/4" = I`0" Attic Venting Calculations FSC 2309.7 Total Attic Space = 2124 sq. f t. Venting Ratio I/ISO = 14.1� sq. ft. required w6nne Building Corp. MODEL: The rand Carlton GH E Spanish Lakes St. Lucie Counttg Florida fi rovide A Continuous Vented Soffit Date Drawn 5-9-li Drawn bg: C.C.U. Checked bg: ED. R-S. Revisions : Sheet �-I OF 5 Comm U 2-27