Loading...
HomeMy WebLinkAboutBuilding Plans12" . 12 - L2qQ Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #IIL51.12 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 underlagment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured O stucco on typical concrete block construction ------------------------- 5/8" thick x 8"W cut coral finished stucco bands RIGHT ELEVATION. 12 4 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" 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 1,4 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and 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" c.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOB 8'-1" T.O.B. 12" 12" H. b.H O'-O" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NOTES: REAR — Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. O. 5/8" thick x 811W cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction Finished LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, sliding Doors, 9111indows & skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT Siration Da Design Pressure of Approved Tests 1,2,3 0 FL# 239.9 Single Hun g g SH-1100A Im act PGT S/1L" Vol" die. r produ w/ min. 13/8" spaced per product approval. min, edge distances specified ntr actor shall l h Contractor shall adhere to in Product approval + L5.0/-80.0 PS A IL-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-o" max height DAB i with n $5 bfrrotall 2- "ver " s/9' . 4' Hdu HLC slow. s,xhw riiiati at a' o� xh i'u s li" " ie+mii"e' saedse e.esnes. in�es er a buck �. d s" .dyke osl too .e nW iaa w"1!roa`tt �aro""°..i revide 1/It' = m Mix L 10-9-21 + 50.0/-60.0 pat $ FLU 16414.1 Fiberglass Desi n Pro/ Smooth Pro Jeld—Wen Elco Vol' dia. tapcon with min 1.25' embedment at 3" max from corners and 19.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.4 Sliding Glass Door Series "110 SGD PGT 1" nom Type GSA' 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + LO.O PSF — Product NOA/FL NUMBER Model # Manufacturer Attachment Method EST E3piiration Date Design Pressure of Approved Teats Mullions FL# 241.1 FLU 1' x 2 3/4" x .315" PGT per Fastener tgpe and spacings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF Roof FLU 11651.12 5V Crimp Metal Roofin g Gulf Coast Supplg and manufacturing 26 ga. 5v trimp metal roofing attached to plgwood deck using 29 x 1.5" wood screws with self sealing washer at IZ" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 side laps and L" end laps fastened with corraswn resistant tin caps and with 1.25" ring shank nails %.aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on root plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens et L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5" Iona rina shank nails with /8" dia. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) M 5/8" thick x 8"w cut -- coral finished stucco bands F. 2" x 4" top plate II 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 1A O \ 5/8" thick light textured stucco on typical concrete block construction ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.2%" 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 6/8" thick light textured stucco on typical concrete block construction 12" 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 ad nails. Substrate to be 19/32" COX PI wood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. la° H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands FRONT ELEVATION 00,, l SCALE: I/4" = I'-O" � /@ rrV� J ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNN IN CORP. AND WILL CONTINUE FOR ONE YEAR FRD%t. VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts 1 Braden it Braden AIA, FA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H E STERLING Tel (112) 281-8258 Fax (112) 2 g1-8283 S anish Lakes E-mail: bradenaia comcast.net S Lucie County Florida Stuart. FL 34994 #AAC000032 PERMITTING INFORMATION (FORM 100) 11301110%,r I Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: IL5 mph ultimate Mean Roof Height: I'-O" Roof Pitch: •4:12 Internal Pressure ce icient: ±0"18 rrx Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: ILS mph ultimate Wind Exposure Classification: C IT21 Adjustment factor for Exposure Height. 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.L psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone. 3• +20.1./-84.0 psf FILE COPY Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat [—I= Roof Zone I Wall Zone. S. +35.8/-41.8 Pat Walls Zone 4 Components, t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yeii�, Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure.2 500 psi, Presumptive: X Bill Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: 45 pst FLOOR DEAD LOAD: 10 oaf JOB ,ADDRESS: MODEL: Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet Comm # 1�-3oo B OF 5 , FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3G" 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 Slab (3/8"t 50 ksi steel plate) a minimum 1,400 F.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o 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 at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 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 W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. 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 6" P.T. Buck nl block with case harde materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachn with F.B.C. R316 - see permit info box of code edition 18, G ppsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C40, C1002, C104-1,C1117, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall slang options For installation of drywall Into spacing Maximum Nails Screws wood framing members 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long �211 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either 16" 8" 16° Direction 15/64" head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 15/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / Walls Either 10 8" 16" 0.092" dia. xR 1 1/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o-c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at G" C.C. max. Masonry Beam to / Walla Head fixed door Sliding door AREA CALCULATIONS Living A/C = 1.41.4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq, ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR 12" I2 i BATHER i L V-1 I LAV-I 2n I ,win-1 wC-1 .2" n 2" 2" LAUNDRY 3" 2" 2" AAY J�2" VTR " ST-1 3„ 5-1 3 2 KTICHEN 2" LAV-I 3 2„ 2" 2" 3" WC_1 BATH #2 2" 3" s -1 PLUMBING RISER I" x G" P.T. Buck nailed to block with case hardened nails prior to door attachment from each corner and 20' o.c. max n Masonry WallL- thereafter at sill per product aroval I I 19. ALL ceramic the 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 index not to exceed 450 when tested in accordance with ,ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and G" 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 at each truss 12 with 4' c.) x I rtin Wads ( 24" lolb supporting Max .} 18101ba. uplift \\ Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycon full o vent vmgl soffit mstallec using 1/8" dia shank x 15" long gale. rooting nails with 3/8' dia. head per product approval - see chart sheet al 5/8" thick light textured stucco on typical concrete \ block construction #5 bar Vert. w/ 30" overlap at each filled cell Grade Wood PRE-ENGINEERED TRUSSES at 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 (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drggwall over I" x furringg strips at 16" o.c. with R4.1 frfoil insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on G mil Visqueen over clean compacted termite treated fill """-11I I' "Iy I;" '" , 14" x 14" Concrete footing with (2) 95 bars cont. and 45 TYPICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" TBBottomTrack Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l i d i n g D o o r D e t a I I I from penetration at 6" ." max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%8"x 5'-3%" 54%a"x 63%4' Single Hung ZONE 4 2• 6'-2%8"x 5'-3ve" 15" x 63%4'' Single Hung ZONE 4 3. T-2" x V-2 1/2" 2l%2'x 38V Single Hung ZONE 4 4. 4'-5%"x 4'-2ia" 54ia"x 54Te" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X it -On 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41'/;'x 83%f" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �4" x 81 '/2' njsa;„t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 Y E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 13/;' Solid Core Wood, Steel, or Masonite Door H 2'-e" X C-8" Solid Core - Wood - 4-Panel J 2'-6" X , -8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-10anel - Bi-Fold 1'-6" X b`-8" 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 13OX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction To Septic 0 N Von Dryer thro h wall' PIz4ce2 14'-0" 10'-O" 12" 10'-O" Opt. PATIO/SLAB 00 ° O EGRESS ° \12" x 12" Concrete column / block filled with concrete and (2) 41 bars vert. tied into lintels above 12 s Covered Porch 0 Provide screen inFill below n u MASTER � BEDROOM !8" J48'-0" to 9' A.F.F. 8'-0" A.F.F. Vaulted Ceiling Flat Ceding GRE,4;T ROO �i 0 Rod t heir ° 6'-0" - - - 21'-8" le 3nit to 4Y24hg e N I c v a0 1 $ 2" x V knee -wall e'-O to T-8" A.F.F. n ° LUC r O I W below counter top IV faulted Ceiling CLO ET I DINING a _ _ _ J BI E Rod t Shelf 8"ROOM ® !`tTH Vanity to be 1 34 %2"high ° (4111) 9%„ 13'-03/q„ °T High Wall M KITCHE 3'-$" I o - I 8'-O" A.F.F. werr ang - /LJ- Flat Ceding F ° G'-o 10'-51, pper ca in to to ext nd over Ref. 1J 3'-O 10'-2" v E BATH 42 l emnp I �StiWot - - _., Rod t Shelf 7""0an u 4"4 Steel Ballard �J See detail on this a eet Provide auto F 22" x 54" , 1 closer I Attic Access with light J L_____ $ I of F LLI m O 1 Q 2:2 Meter 150 P Amp nel m i 4" G' -0"m hacGARAGE i1 O '-4" A.F.F. Flat Ceding EY 71 MTll G r \/ or----------------- i Block wall in `r I garage to be struck block � I I I I I I I O I O I I E 15'-10" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be 1" x 4" PT v O 24:, 8'-O" A.F.F. IV Flat Ceding SECOND BEDROOM n Y 0" 12" :1 m I N T O EGRESS O ° D 12-111 lip I ILOJIU (D COVERED 12" x 12" concrete colu n block filled - PORCHwith con rote and (2) 41 ars Vert. tied O Into lintels abo eLo 1' 2" 12'-G" \ 6" T-8" E 1 ms® ECG FOR CODE O LiANCiE ST. L IE COUNTY ® rCr 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 G" PT Buck or wall - / \ P.T. Buck nailed to INSTALL VULK£M BLOCK SEALANT V- block with case hardened nails ON ALL JAMB, HEADER. AND at wood straws thru Jamb Into buck et each hinge and 15" o.c. max and Detail at W I n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK p e t s I i at D OOr prior to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA Wynne Building Corp. Date Drawn Revisions Sheet Architects - Planners GARAGE 3-21-20 411 S.E. Coconut Avenue �STERLING Drawn bg.- Tel . (112) 281-8298 LEFT C.C.U. 2- Spanish Lakes Fax . (112) 281-8283 E-mail: bradenaiagcomcast.net Checked bg: Stuart. FL 34994 #AACOO0032 St. Lucie County Florida D.R.B. OF 5 m "r Comm # I b-300 B 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 2,600 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 I0/10 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. S• 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. 7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE I-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION f"LAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE, 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. 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 I #8 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to S'-11" wide. 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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for 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 60, meeting ASTM A—I6 and A-35 specifications. ALL Anchors to be A-30-1 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/ 3Fill cell with concrete and 0" overlap t L. (1) #5 bar vert. (typical). Thicken edge to Vx8" old 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 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. a eac i e c Max. spacing shall not exceed with concrete and A" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade 0D • I —I Ii —III IIII 14% x 18"d Concrete footing with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL SCALE 1/2" = I'-C 4" concrete slab with fibermesh OR Cxb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per ..: , ... ' .:.. . ..... , . foundation pan c� v #5 bars Cont. bottom steel \r 1/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished floor —IIII-1 30"x30"xl6" concrete l= = column footing with (4) -IIII" 1 IIII=III II'' #5 bars each way 30" COLUMN FOOTING DETAIL PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ Contractor to provide proper foundation chairs for proper steel installation 30" min. 30" overlap Corner Steel Lap at each filled cell nts #5 bar cont. in curb Fill cell with concrete and (1) #5 bar vent. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam Curb height Wood 48" unless otherwise noted g Verifg based on Base see foundation plan notes for Conc. Fill To Be 3000 PSI Foundation plan spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR ox6" #10/10 WWM on 6 mil Visqueen over �t clean compacted termite treated fill Grade;;) -IIII11�i_11111114. ":A "- III=IIIIIIII „Ills sin le Filled II IIIIii _ I- IIII III, g Cell Column l I l l l I1 IIII I I, 14"w x 18"d Concrete footing III— with (2) 95 bars coot, and 45 transverse bars at 48" O.C. Filled Cell Masonry Column With One I4" #5 From Footing To Beam Each. GARAGE CURB DETAIL Conc. Be 3000 PSI See Floor Plan Plan For Location SCALE 1/2" = 1`0" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer 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-1-5 IN PERMIT INFO BOX ON SHEET M. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Double Filled Cell Column NTS 1. 14'-O" 36'-O" 101-0" — —1 12 I ° ®1 10�lb. PATIO/SLAE1 8 u I I --- '� —� — IF — Pi— — ; o J I� I I I Rear Patio/Slab 1 to be poured separate uj from the house slab. W �1 24" m O Thicken footing to 1 1 FI 24"w x 14"d x 24"L J rn N 1 under filled cells r- under girder bearing. <] - 1 � I 00 O ° O O Rear Patio/Slab to be flush with bottom of sliding door recess. FI Slope 1/2" I' I' I' I I I I 11 I ' .1 H B I Vanitg to be 1 '34Y2"high 4" concrete slab with fibermesh OR O1� 6"x6" 1110/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill FI I •I _ i� U0-a \ 11 °I ell � I I I 12" I CM FI I p rJ I Y � rLfj A/C r #1 I 4"0 Steel Ballard filled w/ Concrete 0 I I \— FS y I I l I IN I� I 10 E 0-10 bI I F I I Et! I I FI I E O I O 3 n FI o qj a von I �� FI u —o I FS -# vr' fW x Q W �{F I 12'-6" COO — Recess for — — — — F r F SI, 00 OD Garage Door 00 — 1--------- o ° —� a — 12" x 12" concrete column block fills with concrete and (2) 97 bars vert. ti into lintels above rV 11 O °- i Ln In T H.B. 00 M .r FOOTINGS SCHEDULE Mark size Description Fl 141W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"w Wiih x I8"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Ede Field Fastener Pressure Zone 1 6 6 8d ring shank 45 psf Zone 2 14" 6" 8d ring shank 16 psf Zone 3 1" 4" 8d ring shank 84 psf ** Zone 3a 6" 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 Verify with Plan 12"x 12" I Column Block Provide 45 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. e" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb 1:;,il etails into filled cal 4" Pre -cast Sill "--Poured Pilled Cell Provide #5 bars with min. 48 bar rameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. ,..•:.r....., r'..:r.'.'.t' Concrete Footing (see rooter schedule - for exact 81Z@a) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" d- SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingp 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-II batts Rebar Rebar 48 Bar Oia. Min. Overlap TRUSS BLOCKING,, DETAIL AT GIRDER STRAPPiN(� to Lintel Attachment AT CENTER BEARING POINT NTS 1,/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate tcr) be 19/32" COX Plywood nailed at 6" o.c. in field arid edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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.G. 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 bars Lintel Length Bar Length Clear Span �� „ A Bars n to#5 B Bars 2'-10" 2'-8" 1'-6" 2,#3 none ----- Is. ===-if %.-----' 3'-6" 3'-4" 2'-2" 2,43 none BPS-OBAT or8-113AT ere-I13/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none :.:••. tt5 bars cieA 4'-4" 3'-2" 2,1t 3 none me Row of "H" t Block Above ,<qGi': 5'-4" 5'-2" 4'-0" 2,43 none '? ` Precast Lintel 5' -10" 5'-8" 4 '-6" 2,44 none `'•"' s'" ' ;',•:. Additional ''•`...; 6'-6" 6'-4" 5'-4" 2,44 none #5 bars tf 1'-6" 17O" 6'-2" 2,95 none 811"1& /IT Or-4-IB/2T 7'-10" T-O" 2 #5 none rioTEs: ALL reinforcing steel is grade 40. I. mi. coverage of steel=1.5" 2. mrn. bearing required a ea. end=8" 3, standard for remr. ateel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit WidthSize Lintel Cast -Crete S ecification Rows of 'H' Block Above " Bottom steel Siz. Tap Steel size Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' 3'-6' else-OBAT I #5 300 1569 1024 L31 7-660 4'-0' 8P8-OBAT 1 #5 25,11.1 1363 1L3 L45 4'-6' 5'-10" else-OBAT I #5 1105 909 339 L50 5'-O' 6'-6" are-OBAT 1 #5 1238 835 121 LLO v-8" 1'-L" BPe-OB/IT 1 #5 1011 121 534 L80 iii 9'-4" 8F6-I15/2T I #6 2 #5 152 1 591 512 L90 9'-O" 10'-6" 8P8-I5/2T 1 #5 2 #5 643 530 401 L90B al 10'-6" 8FI6-I13/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" II'-4" BPe-I5/2t 1 #6 2 05 582 494 452 LIOOB lO'-O" ll'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1366 1028 452 1.120 12'-0' 1 13'-4" BFB-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 81"I6-3/2T ONE 1 #5 2 #5 111 1l0 324 LMO 14'-O" 15'-4' 811"I6-8/2T ONE 1 #5 2 #5 1250 111.09 259 LILO IL'-O" I'I 8P6-I15/2'r 1 #5 2 #5 Soo 192 194 L160B W-O" IT-4" BPI6-IB/2T ONE 1 #5 2 #5 950 500 1 194 - 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. 12 Simpson HETA 20 or equal 4 hurncane anchor at each trues with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max, 18101bs. uplift i Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd I at each web MI Aluminum Drip —. % Edge t Fascia 5/8, thick stucco on 3/8' hi -rib lath attached to horizontal and vertical wood 121,framing with nails or staples to provide 2" x 6" Sub-Fasei no less than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kaycan full o vent vingl soffit installed using 1/8' dia shank x 1.6' long gaiv. roofing nails with 3/8' dia. head per product approval —sae chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel& above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 9 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. ffl Wood Trusses at 24" o.c. see shop drawings bg others R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/S' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxg with truss. Add blocking to ( 24" o.c.) supporting Max. R-II bads truss leg per detail on this sheet HETA 20 1810 lbs. uplift "Frame ceiling transition as needed using metal studs 14 field verffg exact configuration and sizes \Drgwall ceiling see tgpical section Ceiling transition insulatlon Detall nts Brace Gable end with 2" x 4" SYP 92 8ft back nailed to bottom of top chords using (2) IOd naila at each truss PRE-ENGINEERED WOOD TRUSSES 0 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 0 Ul w a X O� m d 4J `o It a on N o iLo d) � p O E o vc :3 Q W 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 2 :3 J4J U W F- W M W U-D W on z '� m z 10 W �� I W CY Q r IL W All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. HETA 20 T" LUC'ML Mortar to be Tgpe "M" oI proportioned per FBC R601.1 130 .,.. and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc__.) Fill call with concrete and ROOF FLAN (D #5 spacing vert. (tgpical). v 48" unless otherwise neon exceed see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — 4" concrete slab with fibermeah OR ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xL" #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER11 FILE Copyclean compacted termite treated Fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 1 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII ;,,III= — ALL TRUSS TO TRUSS CONNECTIONS BY I 1111 TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE genlo . 1/1" = 1'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION a c o yR-30 blown Fiberglass in bottom chord of trusses O ID -1/2' drgwall with smooth finish bo o = Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute v precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings w N 1/2" drywall over I" x furringg strips at 16" o.c, with R4.1 Pi -foil -insulation on tgpical 8" Block walls NIA li�l�l�l�l�l�lRE -` �,■� I law l t - ow, rA MA F41. A, Wgur 0111111 NEI WN IVA Fir FEW An r 'AVMA 0 MA ON Gulf Coast Supola and MFG By Crimp Metal roofing F. SlItS1.12 VIA aide,Is and 4" end ring- shank nails eck to trusses using tachment de i on t is a set fa VAN IN 2-19 PANEL "An Poles SR Load We Description tire# arc# Description Wire Load SR Poles 1 20 1.2 ko #12 Refrigerator I Range U 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 LS kw $12 Kitchen S.A.C. 5 L Dr er $10 5.0 ko 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I e 1 20 - #12 Bathroom Recepts 4 10 Air Cand sor #10 5.0 ko 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 ko #12 Microwave 13 14 Air Handiar #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 IL 1 15 - #14 General Lighting m Is WH #10 5.0 ko 25 2 1 15 - #14 General Lighting I4 20 I IS - #14 General Lighting 21 22 Goo $12 0.01 KW 20 1 I 1 15 - #14 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spare Spare 1 24 1 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watte) General Lighting (3. watts sq. ft.) Small Appliance, Circult(s), , , , f2ange......................................................... Refrigerator.................................................. Microwave ............................................ ..... Dish . Washer ................................................... Clothes..Dryer................................................ Water Heater ............. Garage. Door. Opener ....................................... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1200 1200 1 1,500 1,500 1 1,200 1.200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 I 810 810 Total Watts 35j15 First 10000 Watts e100% I 110,000 10.000 Remainder 25,LI5 e40% I lo 10,244 Electric Heat or A/C 10,000 e65% I 10,000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = ISO Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pis Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light ,.tWa= ground fault circuit Int ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 'V Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack q Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 149 CFM IOXIOXL 149 CFm IOxIOXi r` IB2�2Ax10 0 1B. <,Z .0, Vent_tl�ru ____ _ Soffit ATH FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2" PVC ( FPL) schedule 80 2" naid service FPL A/C disc. #2/0 AL SER Cable With #1 Grnd ISO e 2" PVC Schedule 40 conduit sleev MCB into attic PANEL AHW 200a rated meter can ME :vrmin:Btion em bonding pant 2" PYC ( FPL schedule 80 2" rigid service FPL ELECTRICAL RISER AI/C�disc. - I ISO AMP MCB PANEL bonding point rods ------- I ♦ I ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering I ELECTRIC NOTES: NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verifiedor to construction pri t - Verlfy AIC/KIC Rating prior to ordering equipment Opt. PATIO/SLAB Covered Porch I GsRET ROOI 1 ( B/AxlO o� 1 08 C Center Regiatero a I or( calling Pan 208 CFM �1 IOxIOx I � IOxlOxl ivi LVI �d --- 1211 C e N IBM L - - - 2 CFM -- - -- 12xLx1 I I DINING ROOM Opt. PATIO/SLAB G.i MASTERCovered Porch BEDROOM \ I \ I GFI FLY H TV N - - ` Smoke / Carbon Gi R E T i Monoxide Detector R O M � Combo C GFCI - N IN H.B. 1G I TV I CLOSE loci a I Exhaust Duct -"-- J 1 I D I N I N G Thru Soffit GFI Pr-1� `Gr ROOM OF CFM IICC����ff rr , U-- KITCHEN H.B. e�jA� " I t - T1onoozlde 17etecio�V_ ent_ thru Exhaust- Duct Thru / „ I combo S HIMae -- Soffit Wall 24 3'-2" 3'-2" C GF - w.p. GFI Install oulet 50 CFM - - - - - - under disc. F N not shown or N - `r / clarity C G I GFI / Attic Acceas I _ with light I l Q l I o)dMxFL L----- iL 150 Amp L%= -J Meter 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 I I COVERED PORCH SECOND BEDROOM I 1 \ i 12xl2xe �S B/A MECH,4NfC/4L LAYOUT SCALE: I/4" = I'-O" A/C 42"h GFI J - - - - - - O Cente \ r -24" x Tv1 I Attic A®ht ss I I I \ _ L J Lt_� `�SECON'D-_ 150 Am �Opticnal B D R O O M Meter Panel PCA panel location ® S \ Pull chainl /S TV �\ \ \ light in attic GARAGE 42"h GFI I) Garage / /Vrfj J1 Door / Opener Or----------------- 1 / \ w.p. GFI I I I I I I COVEREEr F-T PIORICH ELECTRICAL FL/.4N SCALE: 1/-f" = 1'-011 Post Light with Photo call I L Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house_ service and provider. Correction of defects shall be completed without additional 2L Furnish and install all Fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged_ 4. Recessed cane to be metalled per NFPA requirements. 14. It is not the intent of these plane to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp) w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refr1 r nt lines that are run hru slabs must be proper working order. 23, All exposed were below 9'-I" shall be installed in metal EMT sleeved in1�C 11. All work shall be done in accordance with the N.E.C. and conduit. /� /� FA 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden It Braden AIA II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 p ' r-e Building Corp. contractor, the completed system shall be fully operative. and telephone company. Architects - Planners 12. Contractor shall pay for all Tees, permits, testing, and '411 S.E. Coconut Avenue T H STERLING inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Tel : (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' fy Spanish Lakes against the public liability and property damage for the labels where applicable. OB E-mail: bradenaia comcast.net St. Lucie Count Florida duration of the work. Stuart Pl 2,4ggL ttAAr^r)e)t)no,7 y Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. FH.B. Exhaust Duct Thru Soffit Wire For Front Post Light c 0 a c®°D vr J Sheet Comm # E - I I�-300 B OF 5