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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supplg and MFG Sv Crimp Metal roofing FL 31:11651.12 26 ga. Sv 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 rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 14 12" 12„ 5/8" thick light textured O O stucco on typical concrete block construction 7 Finish Columns with 5/8" thick cut coral finished stucco bands RiGHT ELEVATiON 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 114" = I'-O" Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. elaide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet W-1" T.O.B. . . ' = Finished Floor ELE\/ATION NOTES: Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 9II01.12 24 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 underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c, at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 SLOP11 7F Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0" — Overhangs at I'—O" unless otherwise noted on Roof flan — Roof pitch at -f: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" 5/8" thick x 8"w cut coral finished stucco bands 3 518" thick light textured stucco on typical concrete block construction LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, lfindows do Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST rratjon pi Date Design Pressure of Approved Teats 1,2,3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/1L" 1/4" die. tapcons w/ min. 1 spaced per product approval. min. edge distances specified 3/8" penetration to ye Contractor shall adhere to in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB te led "I dith a;!"�g'�"° ; he ," R;s, ; -!`l' a�"" ;'�'r h 4 iu vii : I ;"s rai tir..a i.s .s.... m such braise iomd..a sie..r I tle" S.uso. - ae to Anol where to Product approval 10-9-2I + 50.0/-LO.O pat p B FLU iLL14.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen from corners andn. s 5" wale max1.25" thereafter in head end jambs. + - 50.0 PSF FLU 2SL5 Sliding Glass Door Series 110 SGD PGT 1' nom Type "GSA " 1/4' die. tapcons w/ rim. 1 3/9C" penetration to be spaced per product approval. ontractor shall adhere to min. 2 I/2 edge distances specified in Product approval ± LO.O PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method ggTT Ezpiration Dattee Design Pressure of Approved Testa Mullions FLU 261.1 1' x 2 3/4' x .315' PGT Install per fastener type and spacings shown m Table IA and IS in product approval on sheet 5 oP 22. + rj$.O PSF Roof FL# 11451.12 SV Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L a. 5v crimp metal rading attached to plywood deck using #9 x 1.5" coos screws with eel sealing washer at 12" o.c. max spacing over ASTM D Itilpe 2) 30 lb felt underlayment mstafled with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails raced 6" o.c. at all lope and two staggered rows 12' ox. in field. Attach Gdick to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 IZ" vented Vinyl Soffit ICagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens usincha- x 1.5' Iona rina shank mails unth 3/8" dia. head, g +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' - 1'-0' 5/8" thick x 8°lu cut --' coral finished stucco bands 2" x 4" top plate I ' 1/2" druwall ceiling on truss bottom cord 1/2" drywall on 2" x '4" studs at W' o.c. base -board 11 11 ," 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Nan —Bearing Partition nts 12° 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 Ia_ 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 (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 spaced L" o.c. at all laps and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment detail on this sheet Ili ICI ICI ICI ICI ICI ICI I�1 ICI ICI I;O71 ICI ICI I=I I0I I61 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON /6r7 in 6,cir ST. LUCIE COUNTY BUILD4N9 DIVISION REVIEWED FOR COMPLIA REVIEW DATE PLANS AND PERMIT lNV''T B KE— L� PT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE FILE COPY 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" to I'-O" 12" al5/8" thick x 8% cut I coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands BY 't. Lucie County 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP 4ND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION DORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Cate or : II Wind Velocity: i1.5 mph ultimate Mean Roof Height: ll'z2L Roof Pitch: 2 Internal Pressure oe icient: ±0"I8 Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: V-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3 Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? es Continuous Load Path Provided? YYeeaa Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IM ACT PROTECTION F R O ENING ROOF LIVE LOAD: 31 par ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _i5_ psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS:'-�e \, Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walla Zone 5 END ZONE = Corner Zones Roof Zone 3 ETAINEW7Y FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" CRAB POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 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 ale (3/8 t 50 kal steel plate) a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2�2" 2'r,'. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cons. tie beams etc.. to b" 4 sha�, crete nad/d t mix gsPsfial11 �3/a 6. Drylwabea ce ben leveled a tacked to bottgomu chord of trusses with screws per FBC R102.3.5. o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for accessibility requirements. �„�' Fjhandicap 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed 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 attachment with F.B.C. R31L - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C40, C1002, C1041,C11-1�, C11�8, C12-18, C1395, or C139L and shall be installed according to the following: (FBC R-T02,3,5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing bona for g of dryywall into Spacing installation Nails Screws Maximum wood framing members 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64' head 0.098' diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 518" long with Walls Either 161, all 16" Direction 15/64" head R Gpsum board nail O.OSL' dia. g x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/L4" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail 0.092" dia. x 1 1/8" long with Walls Either 1L" a 14" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 appre 19. ALL ceramic tile surfaces installed shall conform to ASTM 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 in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations 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 accompanying smoke developed rndex not to exceed 4ce 50 when tested in accordanwith ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Traced L' o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detai on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 oath (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.cJ supporting Max. 4 18101bs. �- at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Orrp --- R-30 blown fiberglass Edge t Fasciain JIZ�pn V-1/2" bottom chord of trusses drywall with smooth finish Su6-FascTwo rows of beam block filled with concrete and (U #5 bar cost. in each row. Substitute Kagcan full o vent vinyl using 1/8' dia shank xbar precast lintel filled with concrete and (1) #5 cont. for bottom row over openings rooting nails with 3/8'.p product approval - see chart sheet #I 1/2" drywall over I" x furring R4.1 strips at iL" o.c. with fi-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 T and shall meet all pertaining ASTM codes. 'M" block construction ro Mortar to be Type onlg proportioned per F$C R401.1 R601.2.1. and Mortar Jor�is shall compr9 with FBC Provide Dur S-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell !U #5 bar vert, (tgpical). 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 L"xb" #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill i - w Grade r:.,,... ,..., ;',....a, ....., ..,. 1�1 IIII�II I = I� 'II IIIIIII IIIIII- -IIII III II IIII II 9 11 Masonry Beam Head fixed door sliding door Ire N �'r` I I/2" I AREA CALCULATIONS Living A/C = 1,41.4 sq. ft. Front Porch = 153 sq, ft. Rear Porch = 1-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,12.4 sq, ft. Total Cubic Ft = 11,192 2" VTR JAL I I I 21' VTR Masterr�� Bath I 1Le2v. I I Lev. II 'I 4" 1 2' VTR 3F• 1 �L I I I She. 3" % I Kit. So* 1 I Kitchen 2' I I Lev. 3' W.C. Bath #2 shut. a' C.O. To Septic PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/14" tap -con with Sliding Door D e t a i l I I/2" penetration at L" o.c. max. from aech corner and 20." o_c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS UUindow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-S%a"x 5'-3 %a" 54%a"x 43%;' Single Hung ZONE 4 2, C-2%a"x 5'-3 %a" 15" x 63%' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21k="x 38%" Single Hung ZONE 4 4. '4'-5%"x 4'-2 %s" 1 54%"x 54 Ya" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations, ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-On X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41 i;k 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X C-8" 14" x 81 %" ri, ;°„t°'" Sliding Glass Door ZONE 4 D 2'-O" X ' -e° Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 %" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Penal J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-e" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-6" X 6'-8"1 BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction a' u mio" 10'-0" 12" Bo le Opt. PATiO/SLAB o e o 0 0 o e o (V 0 EGRE55 0 RX - ° 12" x 12' Concrete column ° block filled with concrete and O (2) #1 bars vert. tied into D lintels above O 12'-8 Covered Porch ° Provide screen infill below (Y Oo e o ❑° °❑ °❑ ° ❑° ❑° if if ° c o MASTER U LIM BEDROOM 8'-O to 9'-8" A.F.F. " `r F m 41 JillW-O" A.F.F. IV Vaulted Ceiling `n LL'n Flat Ceding GRE�4;T if o R O O d 11, I C4 o ° o I o Rod 8 half I 21'-8" I _ NZ H B ° Vanity toe s 1 N 34 Y2"hig I N :r d CD 2" x L" knee -wall p'-Ot to 9'-e" A.F.F. N rr O I IV below counter top Faulted Ceiling CLOSET I DINING CASINE Rod 8 shelf 8„ ohs F`ROOM ® 00 -��r� FL 4 T H ° \ \ I Vanity to be K O e 1 34 Y,"high ya„ 13'-0 3/4„ i°n e High Wall KITCHEN 31-8" I o Veni Dryer il thro h wall O L 1-1/2" I N I -- - 8'-0. A.F.F. Over -hang Flat Ceiling d ° ° L7 I 6'-O 10'-5" 4'-1" El B. Upper cabinets to extend over Ref. 3'-O"4" ci 2" filler N 1 1 E e '` 13ATH re -- 0 I ' O DD= Rod t Shelf O ' R-II Bette eeleto r E I " O------I 4" Steel Ballard A/C ° #1 See detail on this s ss $ I -Lu� --->O L O Provide auto 22' x -5 ,•- , IT" 24° N closer I Attic Access ° h light t. - - - - J 22" _ _ 8'-O" A.F.F. IV Flat Ceding c Meter 150 Amp s 4" _o•, 13'-L" 4 Panel 45 a SECONDGARAGE n E Y BEDROOM i+) 0 O -4" A.F.F. 00 MT O ° i if Flat Ceding O, E O3 d r-----------------i EGRESS 1 Block wall in ° ° r 1 garage to be I = ° Ilf struck block eIf O „, I C V E R D 12" x 12' concrete coluirn block filled I 14 L I 0RC with con rate and (2) #1 barr vert. tied p into lintels abo a in T 2" I O I 0° ° 0 o e e o o ° o - Oso 2'-8" 3L'-O" Install windows thru buck into block with 3/I0 tap -con with I I/2" penetration at V o.c. max. From each corner and 20." o.c. max thereafter at jambe 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 prior to window attachment NTS Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall cries INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru ,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 Pnor to door attachment INSTALLATION NTS 6 V_ TYi'I "-Fill 1 x 14" Concrete footing %� /^11 with (2) #5 bars cont. and #5 l�l L S � 1,,,. T i O � transverse bans at 48" o.c. Scale : 1/2" = i'- STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING, DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN e. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 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'—Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade X, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled ceil—UT �ECTIONS one 95 bar continuous at each filled ceil 4" concrete slab with fibermesh OR VxL' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade —IIII III IIII- 141-w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" " TYPICAL FOOTING DETAIL 1/2" = I'-0" 4" concrete slab with fibermesh OR CxC 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per a foundation plan 10" (2) #5 bars Cont. 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 10 below finished floor SCALE 1/2" = I'-O" Verify house slab height in field 1=1IIIIII II�IIIIIIII�II 30"x30"xl4" concrete column footing with (4) =IIII= II= #5 bars each wag 30" COLUMN FOOTING DETAIL SCALE 1/2" = r-O" 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 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 L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" _ 95 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vxg" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill 0'-0" a F.F. Grade M, TIT T=T=7TT 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" ARAGE CUR SCALE 1/2" = 1'-0" 2" x L" 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 NTS IN PERMIT INFO BOX ON SHEET xl. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location In Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 14'-O" 3L'-O" 12° _ 10'-0" 12" IOC . PATiO/SLAq w --- 4 ° I ° I• Rear Patio/Slab - to be poured separate W I CD a from the house slab. iL �I Thicken footing to 24 I FI 24"w x 14"d x 24"L under filled cells Lr I under girder bearing. - - N I E Coil 11111° ° °FT7�_ 1711 1 1 1 1 117 �I Rear Patio%Slab to-----------------,1 be flush with bottom of I I sliding door recess. FI Slope 1/2" I IF 5_1i IF I I` I I II I I o van, to be H.B. �34 Y� high I 4" concrete slab with fibermesh OR I I E 1� 6"x1" 1110/10 WWM on 6 m11 Visqueen over clean compacted termite treated fill I I FI I °,I I F •I V � I ° I I� I I FI I p ° I� -------- I I� A/c CD w.H. I I #I 1 4"0 Steel Ballard filled w/ Concrete 0 \-1L F5 I E w a1Oi i I FI r_ a s! `A E 1 L — — 1 I • 1 3 r-L w �-0zj 10 u—J — _r_r_=r - — -1 1 ' ° 00 u x p w L — F5 Recess for — — — — F r— 1 F r— 00 ° ° Garage L'Soor ,E ---- I — — — — — — — —— °° 12" x 12" concrete column block fills with concrete and (2) #1 bars vert. ti into lintels above H.B. I FOOTING SCHEDULE Descri tion 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS kSire 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30° x SO" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"p THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PIywood 4. Use nails or screws bas d on rase re for roof stated in permit info box on these plans for zone 3 1Ce Area Edge Field Fastener Press re Zone I 6If 4 l8d ring shank 45 psf Zone 2 4" 6" 8d ring shank lb pof Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel, Provide Cast-Crete=;—�±r•, ..+ BUB-OB/OT precast -' lintel set in mortar Min. 8` Bearing -- - ;-' - - Provide 45 bar set in pre -cast lintel into base where length of the opening calls for it. e PT Buck ad per jamb into filled ci 4" Pre -cast Bill h -:. Filled Call Provide U5 bare with min. 48 bar diameters overlap in filled cell. Tie Ill call steel into continuous rooter steel. .'! ." "?.; �.. .• :; Concrete rooting k.:'' 'Y (see footer schedule for exact sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: 1/2" = I'-C" 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. Verifg with Plan :r Install Simpson MGT into wall using Concrete 12"x 124, \ cv - 5/8" die. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd lads into truss #Z RebarIIJ Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING, DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at V ol in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" a.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel #5 bars �, h' ':^ "il ' "•' ' 7 f y' CLEAR - Lintel Length Bar Length Gear Span uAu $ars uB" Bars •i 2'-10" 2'-8" I'-6" 2,#3 none i i i i i i 3'-6" 3'-4" 2'-2" 2,#3 none ePe-OB/IT all8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars ,.,•,;t CLEAR r{, ,'.'1ha. 4'-6" 4'-4" 3'-2" 2,43 none ft me Row of "H" 5'-4" 5'-2" 4'-0" 2,43 none Block Above 5•-10" 5'-81, 4'-6" 2,#4 none Precast Lintel r•�,t;:%*-`?y 6'-6" 6'-4" 5'-4" 2A none Additional -' ; #5 bars -0" 6'-2" 2.43 none BPIL-IBAT 81'IL-IB/2T e'-4" l'-10" 1'-O" 2,45 none NOTES: ALL reinforcing steel is grade 40. I. min, coverage of ateel=L5" 2. min, bearing required 6 ea. end=8" 3. standard for reinf. steel=ABTM ALI5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Siu Top steal `"L Max. Gravtg Load (PLR) Max. Uplift Load (PLF) Max. Lateral Load (PLFI L22 2'-2' T-L" 8F8-OBAT 1 #5 30L9 1 1549 1024 L31 2'-1." 3._B. 114 4'-O" BF8-OB/IT 1 85 250 1363 163 L45 4'-5' W-10' 8P8-OB/IT 1 #6 1 1109 909 $34 LBO 5'-O" L'-0 8F8-OB/IT 1 #5 1238 835 121 LLO 6'-8" T-V BF8-OB/IT I #5 1011 121 534 LBO 8'-O" T-4' BF8-IB/2T I #5 2 #5 152 Sell 512 L90 9'-0' 10'-6" BPe-IB/2T 1 85 2 #5 643 530 401 L90B T-Om 10'-L" 8FIL-IB/2T ONE 1 $5 2 #5 1533 g83 401 LIOO 10'-O' II'-4' BF8-IB/2T I u5 2 #5 582 1 494 452 LIOOB 10'-0' ll'-4" 8FI6-8/2T ONE 1 #6 2 85 1346 1028 452 L120 IT -On 13'-4" 8P8-ID/2T 1 #5 2 #5 411 428 324 L120B 12'-O' 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1016 110 324 LI40 14'-O' IS'-4" 8FI6-IS/2T ONE I u5 2 #5 1250 409 1 269 LILO IL'-0" IT-4" 1 BF8-8/2'r 1 #5 2 #6 $00 M2 I M4 LILOB IL'-O' IT-4" I 8FI6-I13/2T ONE 1 #5 2 #6 1 960 6007 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 5AF£ 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.c.) suppporting Max. I 101bs. upldt Aluminum Drip - Edge t Fascia 12" 2" x 6" S Kil full o vent vinygl soffit installed will 1/8' dia shank x) S" tang gaiv. roofing nails with 3/8' din. head per product approval - wee chart sheet #1 12' x 12' concrete column block idled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to S'l with concrete and one #5 bar continuous BEYOND Top of footer IV below finished floor 12 F 4 1/2' thick stucco on Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d its at each web 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Stop per foundation plan a Slope per foundation plan '� IIII—III Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) iOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) w N � X s O U1 H� `o a a a '0 ui d ) ti Q O LL E_Cc Q tN ° N s� F- AiC Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom' of top chords using (2) 10d nails at each truss R M l JlV A A /. Jl A dR-30 blown fiberglass C ° in bottom chord of trusses O i -I/2" drywall with smooth finish ap o Two rows of beam block filled with concrete _and (U #5 bar cont. in each row. Substitute u precast lintel filled with concrete and (1) #5 M bar cont. For bottom row over openings N 1/2" drywall over I" x furringg strips at 14" o.c. with Rel.1 fi-foil -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 'l on,y proportioned per FBC R601.1 and Mortar joints shall comply with PBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). O O `Max, spacing shall not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxg with nails into truss. Add blocking to ( 24" o.c.) supporting Max. PP 9 truss leg per detail on this sheet HETA 20 1810 lbs. uplift 063 11�_ 11111 IS MN CRYAIA IVA FFIAA Yt/14A FMAI FINA IN WE adirlawWMA WaMAIN I FIN all 1 IF 1 wl, A, VA ®r-, WMA I I ME I .25. rin shank nails �11 VAR V ArxATEL 4 FSLOPE oil with light Fe Ross FLAIL HETA 20 O tu 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh L"xL" #10/10 WWM on 6 mil en mil ViVisqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill - ANY CHANGES To THIS PLAN SHALL BE SUBMITTED TO THE MIN N IIII=IIII IIII I l i. I 111- IIII=11I I=11I I=11I I *—LILA Tualcal Section at Front Forc �� 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 CONSTRUCTION PANEL "A" Poles BR Load Wire Description eve# circa Description Wire Loed BR Pales 2 40 1.0 Its #8 A/C camp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4-5 kw #10 40 gal. water HTR 5 6 Ran a #6 12.0 kw 60 2 i s I 120 1 1.8 kw #12 Pump 9 10 Dr er #10 6.0 kw 30 2 11 1 12 1 20 1.5 Its 212 13 I4 Dishwasher #12 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 #12 Kitchen S.A.C. m 18 Recapts #12 - 20 1 1 20 1.5 Ike #12 Kitchen S.A.C. 19 20 Racapts #12 20 1 1 20 1 1.2 kw 212 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 Its 812 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 1 25 24 Recapts #12 20 1 1 20 1.92 Its #12 21 28 Racapts #12 - 20 1 1 20 #12 General Lighting 24 30 Recapts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 1 20 #12 General Lighting 35 U Bathroom GPI 412 20 1 1 20 #12 Smoke Detectors 3 38 General Lighting #12 20 1 1 20 #12 Bathroom GP[ 39 40 General Lighting # 22 20 1 spare q1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3 watts .sq:.ft:) Small, .Range ......... ......... ...................... .Refrigerator .................. .. Microwave..................................................... Dish,Washer ................................................... clothes„Wasil�er............................................... Clothes,.Dryer................................................ .Water. Heater ................................................. .Water. Pump ....................... ............................ Garage. poor , Opener ........... .. ...... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 1 500 I 1,200 1.200 I L200 1200 1 5,000 4 500 5,000 1 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,964 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30191116 Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0� Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- 1 Wall Mounted Light aterproo ground fault circuit Int Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rZRI Carbon Monoxide Detector 4cJo Flood Light Q Thermostat ® Electrical Panel Central Vac � Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A sc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR I Speaker Hook -Up I I❑ I Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire on1gg, no aluminum. 2. Provide and wire ail required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. F. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. 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 RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 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 fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. 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 less 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. @n1-t#hru --- Soffit A/C Meter 149 CFM IOxIOX4 NO I it S�oy 149 CFm IOxlOx6 `14 ago IB2/2Ax10 150 Amp Panel MECHANICAL 9 E ,2 CFM 12xLxT pt. 122x122xlO x-1 41 WT&A 14 Covered Porch GRE, T ROO III CI nter Registers 208 CFM o ceding fan IOxIOx 1210 DiNING ROOM U 208 CFM IOxiox'i ATH I - I >�I i __ce2 Im 6un-r`Attic Ass 144 CFM with light IF IOxLxL L- - - -z- GARAGE r----------------- 1 1 I 1 I I I 1 I I I I I I I I I I I I I I I I LAYOUT SCALE: 1/4" = P-0" 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 comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectivel grounded as required bg the latest edition of the N.E.8. 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 by 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 other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM I y b� COVERED PORCH A/C disc. ISO #2/0 Aluminum feed AMP l i/s" Conduit PANEL ff AHu 2"PVC (FPL 0 w f 2" rigid service FPL $eT#5#cant�praDeri n 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. Vent thru 5 oFrl, Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. p Install oulet under disc. not shown 1 clarity 0 �r ELECTRICAL PLAN Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiaecomcast.net Stuart. FL 34994 UAAC000032 SCALE, 1/4" = I'-O" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit WQnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell I 6'-3" H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: PORCH C,C.u, E - 1 LEFT Checked bg: D.R.B. OF 5