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HomeMy WebLinkAboutBuilding Plan8'-l" T.O.B. It 12" 0'-0" = Finished Floor 1 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 Gulf 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" 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 wood screws with self sealingwasher at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end (type 2) 30 lb felt underlament Installed with min. 4p side laps and 6" end laps fastened with corrosion resistant tin caps and with I 5" ring shank nails laps fastened with corrosion resistant tin caps and with 1.25" ring shank Halls Zspaced G" o.c. at all laps and two staggered rows 12" o.c. field. Attach spaced 6" o.c. at all laps and two staggered rows 12" o In field. Attach deck to trusses using attachment detail on this sheet deck to trusses using attachment detail on this sheet 12 12 4 SLOPE SLOPE 114 8'-1" T.O.B. 2" H. C 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut O block construction coral finished stucco bands - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ O'- O" Finished Floor 5/8" thick x 8"W cut Finish Columns with 5/8" thick light textured Flnlsh Column=-L-U,.�hl coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut a finished stucco bands block construction finished stucco bands 0gcf LEFT ELEVATION REAR ELEVATiON SCALE: 1/4' = 1'-0" ELEVATION N O T E S. SCALE: I/4" = 1'-0" - Overhangs at i'-O" unless otherwise noted on Roof Plan ROOF Itch at �f:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 p 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4IIG51.12 A n ( changes to this plan Shall be submitted to the architect (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval i n w r l t l n g prior t 0 Starting C O n S t r U G t l O n . spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end / I deck to trusses using attachment detail on this sheet laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - R e t u r n ALL S t u C C 0 Bands Into Window Or D o or . spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 SLOPE �{ SLOPE 4 2" 8'-I" T.O.B. H 12" 5/8" thick x 8"W cut 2" H. coral finished stucco bandsEl 1:1 H. 3 ' 3 5/8" thick x 8"W cut Z. coral finished stucco bands �5/8" thick light textured stucco on tgplcal concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - 0'-0" = Finished Floor Finish Columns With 5/8" thick light textured 5/8" thick cut coral finished stucco bands stucco on typical concrete block construction RIGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBEg Product Model Manufacturer Glees Attachment method zSpuation Date Design Pressure of Approved Tests 1,2,3 14 FL# 1"1499.2 Single Hung Series 185 MI Windows and doors q. x 3 tltcona air ppn tion at mex rom sach corner end L o.c. tharaa7'tar throng �F buck Into eo rd filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product a proval. ± 60 par A 16-0330.02 Overhead Garage Door g Model 824/BII 9'-4" max. width I6'-0" max height g DAB Hate x rc to concrete rc with s cs mt Il a5 bar vert. eang e./9' x 6' Hilt, HLC Sleeve Michas at a' o.c. th 1.25' dui. uaaher amh mra 1' edge do erica. inatell track to back sing (D 5/IL' a 5%a' full thread leg rcrema m sech bracket mmntmnme mra or 1.5' edge distance - GC to atrittlg adhere to product approval raVide l/IL' w ut an idler a us. 10-9-21 + 50.0/-60.0 sf p B FL# 1LL14.1 Fiberglass DesignPro/ Smoth Pro Jeld-Wen Elco 1/4" dia. tapcon with mrn 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass g Door Series 420 MI Windows and doors dia. x cone w enetratian at max. rom each corner and 'l"'o.c. al &Zile row t9ierearter through PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method EExspiration Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4' topcona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF 1200E FL# 11651_I2 SY Crimp Metal Roofing Gulf Coast Su I in y and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws wit self sealingwasher at 12" o.c. max spacing over ASTM D (t a 2) 30 lb felt underlment installed with min. 4P side laps and 6" end gP g p laps fastened inch corrosion lapdto resistant tin cape and with 1c. ring shank Wade at all late and two staggered rows 12" o.c. rn field. Attach spaced 6" trusses deck to trusses using attachment detail on roof 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 G" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using O. 2" dia. x 1.5" Iona rinQ shank nails with / " dia. head. + 55.0/-35.0 PSF Hurricane Panels Flu 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board ------\ 111 ,2" x 4" P.T. bottom plate F:RCNT ELEVATION \ 4" concrete slab with fibermesh OR 6"xC 410/10 WWM on 6 mill Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The G d Carlton Telel (712) 287-8258 r d n Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34996 UAAC000032 1=1I-Jr-lr-1,'1 1-MQ 0=0 lri� ON E �F-MIW SCALE: 1/4" = 1'-0' --- 5/8" thick x 8"W 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 'I-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 10 mph ultimate Mean Roof Height: II'-O" Roof Pitch:4.I2 PY'F-f'0'04TCH Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites:Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C I Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) 5. f Zone I WWall all Zone. +35.8/-31.8 paf WaIIRso 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided) Ea = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following; ®= Corner Zones APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: S1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J-6- par FLOOR DEAD LOAD: 1O per JOB ADDRESS: MODEL: Date Drawn Revisions 5-9-I1 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # 1. 12-27 OF 5 File Copy �FLCCR FL,4N CRASH POST DETAIL TYPICAL NOTES: SCALE 114" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding with work. Flange With 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. graion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have ala (3/8"t 50 kai steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %' %2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be leveled and attached to bottom chord ° 2y2" at ceilings shall e 5 1. of trusses with screws per FBC R702.3. ALL wood in contact with concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for accessibility requirements. %11 ,%2" M2-handicap 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 1" x 6" P.T. Buck Walled to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 C�60, C1002, C1047,C1111, C11718, C1278, C1395, or C139( and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of drywall into Spacing Maximum installation wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" .1"F12"13ga 13/BOIRong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail Walls Either 16" 8"0,080" dia. x 1 5/8" long with Direction 15/64" head OR G psum board nail 0.080 dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 12" 130a 15/8" lloong with 19/64" head O 0,098" diameter x 1 3/8" long annular -ringed or dd cooler nail OR Walls Either 16" 8" I6" 0.092" dia. xx 1 '1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD 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 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 ap�ro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and lnstalled 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 accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11661.12 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 (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and (" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor 1 1 each truss 12 PRE-ENGINEERED TRUSSES with (IO) IOd x I I/2" nails ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip �7longtgalv. V'-1/2" \R-30 blown fiberglass Edge f Faacia in bottom chord of trusses drywall 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 vmprecast lintel filled with concrete and (U #5 using I/8" die shank x bar Cont. For bottom row over openings roofing nails with 3/8". product approval - see chart sheet #1 1/2" drywall over I" x furringg strips al 14" o.c. with R4.1 fi-roll -insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R-702.3.1 stucco on typical concrete 7 and shall meet all pertaining ASTM codes. block construction � Mortar to be Type "M" only proportioned per FBC R60�.1 and Mortar Jonts shall comp g with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ qL 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill " Grade .r I1 1-1 III 1 III 1=1 1-1 1=� �_ iI4111I =_ -III III1 1 II= „Ill 1„11 I 111 - - 114" x 14" Concrete footing 14" with (2) #S bars Cont. and #5 TY F I C ,4 L SECTION transverse bars at 48" o.c. Scale : 1/2" = l'-O" Head fixed door sliding door AREA CALCULATIONS Living A/C = I4.4� sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage == 321 sq. ft. Total Under Roof= 2108 sq. ft, 2" VTR JIL I I I 21' VTR Masterr�� JL Bath I 2. Lev. I 2" Lev. 4" 1 2" VTR No shwr.her. To Septic PLUMBiNG RISER i" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typtcal Flooring Sill Install SGO thru buck into block with 3/14" tap -con with S l 1 d 1 n g Door Detail 11/2" penetration at 6" o.c. max. from each corner and 20." O.C. max thereafter at Jambs per product approval) a m b At Masonry Wall NTS UjInd ow ScheduI& Mark Size Rough Open, Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%8" 54%8"x 63%4" Single Hung ZONE 4 2, 6'-2 %a"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 2l%2'`x 385la" Single Hung ZONE 4 4. 4'-5%"x �{'-2'/a" 54%;'x 5�fYa" 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 Slze Rough Opening Door Description PRESSURE ZONE A 9'-0" X I'-O" 108" x 84" Overhead Garage Door ZONE 4 B 31-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8'° _14" x 81 %," or' ace :`�" 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'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-P4nel - 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 2'-6" X b'-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 41 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 0 0 0 (14 i En N 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch EGRESS 12' - 8" [DII 111 11011E91 EObo N 1 1 MASTER 8'-0" to 9'- " A.F.F. BEDROOM Vaulted Ceiling 8'-0" A.F.F. Flat Ceiling CAR AT Rg0M 1 1 1 19'-8" Rod Shelf _ I I Vanitg to v 34 i2„hlgh- I i 1 N w I I 8'-O" to 9'-8" A.F.I . 2" x t knee -wall -oSET O Vaulted Ceiling below counter top W p I DINING I I ROOM 1 9 8" LRod aF a Shelf 1 2 ,r F-Dw-7 Vanity to be 34 %2"high I ill -0 3/4 1 9%'4" (41") I 1 High Wall KITCHEN I 1 - - 1-1/2" O 0`ver�ang = - 8'-O" A.F.F. I o N Fiat Ceiling - `o '-O" E Upper ca mats to 4' extend over Ref. A T H I �en"� e _ _ Rod 8 shelf 8'-0" A.F.F. u V V Flat Ceiling SECOND ° BEDROOM O00 ro v BATS N ® I W e -II Batts eulatia 4"4 Steel Ballard ,„ .` N_detai qn this sheet a$ 22" x 54" if Ij Attie Access Provide auto l L_____� with light I closer a a l 22„ c `" 6' o„ 4" S GO rip m Panel B a E ERGEN Y J I L° O � O O EGRESS O if oo�o oo° 3'-11, O 0 ° COVERED 12" x 12" concre a column block filled ith concrete and (2) #1 bars vert. tied PORCH into h tels above :a 6" '-6" 6' 2" e 2'-8" 2'-8" 9'-6" 3'-4" 5'-4" 34'-O" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,lambs and 20" o.c. max. Exterior race at head and sill per product approval of wall Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a I I at W I r d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS GARAGE 8'-4" A.F.F. O Flat Ceiling N r-----------------i Block wall in garage to be struck block I I I I I I I I I I I W D- N I filler A/C o v Meter 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 E varies 151 ALV D P#8Wood screws thru jamb into buck at each hinge and 16" o.c. max and Detail at Door prior to door attachment NTS File C opv STRUCTJRAL NOTE 4: L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MOCK OR NON -UNIFORM q. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IO. 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 91 3- EXPOSURE ="C" POISON SOIL AND COVER W/ 4 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/ 4X6 10/10 IL ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, SLOCKOUTS, ANCHOR LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. BEAMS: I-I/2" �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF I600 PSI 8. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUND�47CN �=L/4N 17• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revlslon 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" wide. Provide (2) filled cells on each side Of openings from 6'—O" to 9'—II" 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 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—Ib and A-35 specifications. ALL Anchors to be A-301 steel. `- Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30' overlap - at each filled cell G �I 01DIE 14" TYPICAL PnnTIN 4" concrete slab with flbermesh OR VxV 910/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill =1111—III 1.1111— 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per JD foundation foundation plan 10" (2) #5 bars cant. bottom steel 12"' DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14, below finished floor COLu Verify house slab height in field 30"x30"AC concrete column footing with (4) #5 bars each way 3 30" OOTING DETA SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE co SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete, if soil area is disturbed after Initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termiclde in annular space between sleeve and pipe. 4" concrete slab with frbermesh OR 4"x4" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill =/')=e'I I r—I A = fir- /' � r'�t- n II SCALE 1/2" = 1'-0" #5 bar vent. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor 4" concrete slab with frbermesh OR slope. Vx6" #10/10 WWM on 10 mil Vrsqueen over #5 bar in curb clean compacted/termite treated fill '% �� t n,_rv- 9 r- r- a'-\ QI E I III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F Sj GARAGE CURB DETAIL SCAT /2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 4" 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 �,-S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MOOPEL, Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location Sinqle Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AAA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaiaacomcast.net Stuart. FL 34994 #AAC000032 a v 34'-O" 20'-0" L° ° I -----00 O° iiii iiii °O OO — L° I--- — — — —— Or— ---- --- 4 ° O J F1------� I � — J� I Filled cell under girder above FI I O I 4„ O - Rear Patio/Slab I � u1 �to be poured separate -7 from the house slab. I o I� Io Thicken footing to 1 24"w x 14"d x 24"L o C I under filled cell FI I ° 9 Q ° under girder bearing. - ° r — — — —— — — -- — — —__� I I F I '� t o Rear Patio/Slab to ° I be flush with bottom of 't) sliding door recess. I I slope 1/2" uo0 `r _i 1 �u_ -a 1 4' I ° _I I I -i I 'I ° I I IFI to ° 1 32'-8" ° I I 01 4" concrete slab with flbermesh OR I H.B. 6"xC' #10/10 WWM on 4 mil Visqueen over �O I clean compacted termite treated fill I 7 o °I FII I F- -il i I ' o FI 4, _ 0" 00 al i I FI / r W- l 1 4"(0 Steel Ballard I ®filled w/ Concrete v ° OI 'J a I �°o to 2 11 aQl�1 11 v�N I uIQ ~=to I �T" I I I �E� a r I E,, o° ° 3 I I ° o.o _ cn ° I q3 I �- FI O I / / I 0 0 `U ' ° ^, Q� -*- - U ° i i i 0 ° - �Q I a '' En I o r I� r 8 t----_Recess for Fs ° °� ° —� --—F-4 --- — — — — ° O Garage Door ° ° ° L- 3 F ® b II'-6" 6'-2" �\12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above LUG( nine Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Srre Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 10D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn Revisions : Sheet 5-9-11 Comm # GARAGE Orawn by: RIGHT C.C.U. 3, 12-21 Checked by: D.R.B. OF 5 Ile Copy ROOF SHEETING ATTACHMENT DETAIL I. 2. I Ilr Ii 111 will Nall �JIGG — Minimum Screw Size uu Ili iy = 48 x ailui rn ,nui i. i-.— •—••�• 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated 3 in permit info box on these plans for zone <e Area Edge Field Fastener Pressur Zone 1 6" 6" Sd ring shank 45 par Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 1 6" 1 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verlfy with Plan 12"x 12" ilumn Block Reber Reber 48 Bar Dia. Min. Overlap to Lintel Attachment Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = SUS-OB/OT precast — lintel set in mortar Min. 8" Bearing -- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for It. divide PT Buck .ached per jamb ails Into filled c 4" Pre -cast SIII Filled Cell 11 95 bars with min. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinp to vertleg 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 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath Walled tosubstrate through one layer of ASTM D TgPe 2 felt paper using ad Walla. Substrate 2 to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. ark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and u5 bar 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12 o.c. max spacing over ASTM D BI continuous in each row. Hook Vert. bar over tou bar with (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end #5 90° bend bar with a 10" min. Id at to bar. p p 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" c.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars rLEAR r�:-t; .,` , •• ,, y:,ry ...1.:.r. 9 C Lintel Length Bar Length Clear Span n n A Bars n B Bars I'-6" 2,43 none 2'-10" 2'-8" 2'-2" 2,43 none 8F8-OBAT 8P8-IB/IT are-IS/2T 4'-0" 3-10" 2'-8" 2,u3 none Additional 4'-6" 4'-4" 3'-2" 2,#3 none #5 bars. '.i i!•'.` CLEAR ne Row of "H" •J` Block Above 5'-4" 5'2" 4'-O" 2,#3 none 2,#4 none '• ,,Precast Lintel r`a y 4•}::.r;, 6'-6" 6'-4" 5'-4" 2,44 none 1 Additional ' " T-O" 6'-2" 2,#5 none #5 bars �'----y i`----'� 813I6-IB/IT 8FI6-IB/2T " 1'-10" -r-O" 2,45 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinr. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " Bottom Steel Size Top Steel Size Max. Gravdg Load (PLF) Max. UpIdL Loed (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" SFS-ci I #5 3069 1569 1024 1_31 T-6" 4'-0" BPS-OBAT I #5 2561 1343 1L3 L45 4—se I 5-10" arS-OB/IT I #5 1105 1 909 354 L50 51-0" 1 6'-V 8P8-OBAT 1 #5 1238 1 835 121 L60 6'-8. 1'-4. 8FS-OB/IT I #5 1011 127 534 L80 8'-0" T-4" 8FS-IS/2T 1 45 2 #5 152 591 512 L90 9'-0" 10'-V 8F8-IB/2T 1 #5 2 1* 643 530 401 L90B 9'-0" 10'-6" 81=I6-8/2T ONE 1 #5 2 #5 1533 1183 401 1-I00 10'-0" 11'-4" 8P8-6/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 11'-4" BFIL-IB/2T ONE I #5 2 tt5 3LL 028 452 L120 12'-O" 13'-4" 8FS-I5/2T 1 #5 2 #5 411 928 324 L120B IT-O" 13'-4" 81=I6-5/2T ONE 1 #5 2 1 #5 1015 110 324 L140 14'-0" 15'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1250 409 259 L160 16'-0" 11'-4" 81=8-I5/2T I #5 1 2 #5 300 192 194 L160B 16'-0" IT-4" 81=I6-I13/2T ONE 1 #5 1 2 45 960 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x I I/2" Walla ( 29" o.c.) suplft Max. 181016a. up ift � Aluminum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable end truss With (2) 10d I at each web Aluminum Drip �� " \ / Edge t Fascia I/2" thick stucco on 3/e" hi -rib lath attached to horizontal and vertical wood 2" framing with nails or staples to provide 2" x 6' Sub-Fascl no Ivan than-3/4" penetration Into horizontai wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vinyl sorrit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8' dia. head per product approval - see chart sheet #I 5/8" thick light textured stucco on tgpical concrete 12" x 12' concrete column block construction block filled with concrete Varies - see plan and (2) #1 bars vert. tied 35 bar Yert. w/ into lintels above thicken edge to Vx8" 30" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of footer IL" below finished floor Step per foundation plan a Slope per foundation plan r W Poured Concrete or concrete block wall Poured Concrete or \ concrete block wall Concrete Anchors f Manufacturers Specs Flush Mounte W ood Base e Anchors Per Lurers Space I/9"Max. utter Detall Alumm"m Panel Sizes per manufacturer - See Tupical Stud Detail 1/e" x 3/32" Wing Nut w/ appropriate washer end spacing per manufacturer's Details 0) R Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut yr nts Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) ( c \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant, in each row. Substitute precast lintel filled with concrete and (U #5 har cant. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 fi-fall nsulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per pBC R601.1 and Mortar joints shall comply with FBC R,01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) ETA 2c�j IOd nails into truss. Add truss leg per detail on blocking this sheet to IRS "Ir-1 11 10 wo I WAAFAMFAAr FEN 1 9. ma 11400 {a e3 =3 L +r X � � r OU N m w4_r.0 w_ 4_ I— d L = 0 N di aC N u Q OD E _ 04 cn m u ty 4 L 1 � Brace Gable end with 2" x 4" SYP #2 min. --art back nailed to bottom of top chords using (2) IOd nails at each truss Fill cell with concrete and O L (1) #5 lbar Vert. (t6pinot ex /4 I � 48" unless notherwise noted ed see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT +{:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE O STARTING CONSTRUCTION III=1 � IIIIIIII=1 I I I=1 I I I1 I 111�=�1 I C I III 1=1 I I I ,III 1— ' 'IIII-IIII=IIII-11�11�11=IIII �I�I �I�I I•,IIII— III -0 T p[Cal Section at Front Fora ARCHITECT FOR APPROVAL IN WRITING PRIOR T 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 �nPrl l�n��n �,112v�Y Tn 7211�S C'OMPANY PRIOR TO TRUSS CONSTRUCTION aI : _ i-v Braden Braden ,41,4, PA W(�nne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners�'-9-11 411 S.E. Coconut Avenue The Grand Carlton RIGHT GARAGE drawn b }: 12 — 2 Tel : (172) 281-8258 - C.C.U. - Spanish Lakes Fax : (172) 281-8283 Checked by: E—mail: bradenalaocomcast.net St. Lucre County Florida D.R.B. 01= 5 1 Stuart. FL 34994 #AAC000032 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 6 Ran a #6 12.0 kw 50 2 7 e 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher U12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator #12 L2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts #12 20 1 1 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 912 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 912 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lightng 412 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 5 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting, ,(3, .watts sq. ft:) Small ,Appliance. Circult(s),.„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Range .......... .................. ......... ................ .Refrigerator Microwave Dish Washer . Clothes, .Washer .............................................. ...................................... Clothes..Dryer................................................ Water Heater .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 1 4,500 4,500 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 10,000 10,000 Remainder 21,415 ®40% 1 O 10,944 Electric Heat or A/C 10,000 645% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbcl Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed P6 Push Button Switch ,.,- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light �c Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector '�& Flood Light Q Thermostat m Electrical Panel © Central Vac IEE� Electrical Meter QS Smoke Detector M Ceding Fan © Television Jack Telephone Jack AC DISC I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up i❑ Intercom H.B. Vent thru Sofi'1t ___ PATIO/SLAB I I GR =AT RgOM I I I Center Registers 169 CFM on ceding fan 169 CFM IOxlOxl I Ox10xl DINING ROOM E 232 CFM 12xbxl SECOND BEDROOM 12xl2x8 i � B/A �- 163 CFM IOxlOx6 MASTER BEDROOM 143 CFM IOxlOx6 x12x9 B/A ��F ------ ----- all 12xl2x9 LOSET B/A 8 CF r.� fil 153 CF' 12xl2x1 W' - - A-Acc- ss I with L - - - - -- t � COVERED PORCH = JUNCTION BOX TO SUPPORT A BAN O = THERMOSTAT LOCATION C B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper wire only, no aluminum. Provide and were all required smoke detectors. li. It is not the Intent of these tans to show ever minor detail p 3. Contractor to verifg location of electrical of construction. The contractor shall furnish and install service and provider, all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat. the requirements necessarg for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. S. All work shall be done 1n accordance with the N.E.C. and 8. Recessed cans be installed per NFPA requirements. shall complg with all local codes and ordinances, and shall 8. AFCI receptacleess are required in all rooms except meet all standard requirements of the local electric utilit y Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMI602 A/C Brant Imes that are run thru slabs must be 9. The electrical s stem shall be coin letel and effective) sleeved in PVC in rounded as required b the latest edition of the N.E.C. 9 q y II. ALL A/C Equipment shall complg with energg calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14, All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15_ All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public habilitg and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and Workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from ang other service. gear from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of ang conduit. other phase of installation that mag have been damaged. 25 Dryer Vents to be installed per FBC RMIS02 Z ZV- ___Vent_thru� Soffit 150 Amp f l kMeter Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I A/C disc. #2/0 Aluminum feed AMP I '/,• Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Bare #6 coppe wire to #5 cont. rear in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Exhaust Duct Thru Soffit Wire For , Front Post Light PATIO/SLAB Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity ;--LECTF-,,IC/4L PL/4N SCALE: I/4" = I'-O" 6'-3" Post Light with I Photo cell Attic Venting Calculations FBC 2309.7 Total Attic Space = 212,4 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit