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HomeMy WebLinkAboutBuilding PlanGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end tape 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 '.D/ d" thick cut coral coral f IMIShecl SLUCCO Danes finished stucco bands RIGHT F-L E \/ A T f 0\ SCALE: I/el" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 3*11661.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 'loor ELEVATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x I.S" wood screws with self sealing washer at 12" o.c. max spacing over A57M D (type 2) 30 lb felt underlayment installed with min. 4' side It(ps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. IF, field. Attach v/ v 1.111ur: t.uu wi al sLUCCo on Lyplcal concrete finished stucco bands block construction REAR ELEVATf0N - 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 archltect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crrmp Metal roofirig FL #11451,12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt 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 l /8" thick x 8"w cut )ral 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 8d 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. 12" 12" 8'-I" T.O.B. H. L:1 T ® ® H. i 12" 2" C.H.5/8" thick x 8"w cut H. 5/8" thick x 8"w cut 3 coral finished stucco bands coral flnlshed stucco bands a IU 5/8" thick x 8"w cut 5/8" thick light textured core lnlsli __ I f t bands finished stucco an s stucco on typical concrete ®®® ��� - - - - - - - - - - - - - - block construction - = - Finished Floor - - ------------------------------------ Ga " °lied Floor 0'-4" A.F.F. 5/8 thick light textured Finish' Ciclkmns cutwith coral stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELF-VATf ON SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method zSplration Date Design Pressure of Approved Testa 1,2,3 t,4 FLU 11499.2 Single Hung Series 185 MI Windows and doors 6 iq. x tlpcone wh min. 9gnsliptgn at malx loin each corner and 6 o.c. t areaPter throw P Buck Into sold filledmin 2.5" edge distance in strict adherence Mrowall) maintaining ± 60 psf A 16-0330.02 Overhead Garage DOOf Model 824/811 9'-4" max. width 16'-O" max height DAB mu x uc to cenerete block with i e call with D a5 her vert. uang 3/B' x L' Hdu HLC sleeve anchors et e' e.e. th L25' wa..ashen ugh mia +' edge distance. Install Creek to busk own f1) 5/IL' x 1 5/6' lull thread lag ucraus in each bracket maintaining mia or L5' adga dittame - GC to etrictlg adhere to product approval revida /IL" 0 nut washer on roller shafts. 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Deal nFro/ Smooth Fro Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Slidn Glass poor Series 420 MI Windows and doors G ,% x apcona W mi ppenetration at 6 max - om each co tier end Il o.c. al dou�le row thereafter through PT Buck into whd tilled CMU wall mamtmning min 2.5. edge dutenee in etrlct adherence to the product approval. + 48.2 PSF Product NOA/FL NUMBER Model. # Manufacturer Attachment Method Expltation Date Design Pressure of Approved Testa Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons 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 _ Roof FLU 11651.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 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 (tgpe 2) 30 Ib felt underlayment installed with min. 4' side laps and N 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 roof 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 at 6" O.C. screwed to soffit framing using U8 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5" lord ring sank nails with /8" dia. head, +55.0/-35.0 PSF Hurricane Panels Fin 15016.2 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 if; by my seal below. ( Architect or Engineer of Record ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. I/2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 19" o.c• base -board 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Fdrtition tits PERMITTING INFORMATION (FORM 100) Florida Building Code Residential. 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Catetgorg: II Wind Velocity: 145 mph ultimate Mean RooF Height: II' -pp" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wail Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 per FLOOR DEAD LOAD: 10 par \r, JOB ADDRESS: \ Cj N v \\\G YIP ROOF 12oFITCH = Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 'FLOOR O ISS FLAN CRASH POST DETAIL N.T.S. AREA CALCULATIONS Living A/C = 1446 sq. ft. TYPICAL MOTES: SCALE 1/4" = I'-O" high by 4° diameter front Porch 11-41 sq. ft. I. Contractor to verify ALL notes and dimensions prior to Ste steel crash post. Floor - 3/8" Rear Porch _ 200 sq. ft, proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 expansion bolts into p sta l3/s t 50 ksl steel late) Garage = 321 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total Under Roof= 2108 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6„ 4 KI d imdni- metals to touch 2%2 22" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." %2" 0 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 To VO2 Drywall at ceilings shall be leveled and attached to bottom chordof 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. ER 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2T2�a'handicap accessibility requirements. /2' 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 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 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 1" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. G plum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931 C460, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Into Spacing installation of Nails Screws Maximum wood framin members 2" x min. t Ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" llo/64" ong with 19head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 10 8'141, 0.080" dia. x 1 5/8" long with Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8"011oong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / OR 0.092" dia. xx 1 1/8" long with Walls Either i6" 8^ 141, Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with IoI head. Masonry Beam Install SGD thru buck into q 0 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 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 al�jproval 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 CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyg 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 #11491.12 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' sde 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fsacia 2" x 6" S Kaycan full o vent vinyl soffit installed using 1/8" din shank x 15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap - at each filled cell I Grade 12 4 Wood Base =11uM P. TYPICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #S bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Pi -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 'M" orI prop1.ortioned per FBC R601.1 and Mortar Jonts shall comply with FBC R602.1. Provide Dur-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 6"xV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I���IIIIIYI;Ii 14" x 14" Concrete tooting with (2) #5 bars cost. and #5 transverse bars at 48" o.c. 2" VTR JAL I I I 21` VTR Master r�� L Bath s I ILay. I r� I Lev. 1 4° 1 2" VTR JIL 3- 1 I I 2° 3° Shur. Kit. Sink I Kitchen 2 ° I Lay. 3° w.c. Bath 42 Sher, 3„ 2. C'0' XTo Septic PLUi SINGS RISER I" x 6" P.T. Buck nailed to block with case hardened nails Need prior to door attachment \ fixed door sliding door 1 1/2" Bottom Track --I Sill Shdlrng Door Detail At Masonry Wall NTS Masonry Wall gpical Flooring 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 Jambs per product approval Jamb UJIrid ow Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5/8'x 5'-3 Vs 54%e'x 63%4" Single Hung ZONE 4 2. 6'-2%e'x 5'-3 %s" 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21�2"x 38%" Single Hung ZONE 4 4. 4'-5ie"x 4'-2 %s" 1 54%"x 54 ;Is" 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 Sc ul� Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O" X 6'-8" I %2" ore oC _14" x t" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81'/8' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J X-C' X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-1 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 manufacturer s specs prior to construction 34"0" 12" 2 ❑❑ DiE El El I]0 N EGRESS 0 - 0 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above O Covered Porch ° o 6-- 12'-8" O O N O 0� 0� C ° 1IASTER I = R "� BEDROOM OD ova 8' O" tol9'-8" A.F.F. Ah 8'-O" A.F.F. vaulteld Ceiling ~ LLN Flat Ceiling o GREAT I O Rod t helf I H.B. m Vanity to be I r I r 34 1/2„hig I N N CL. I o E I-O" '-8" v 2" x 6" knee -wall B 9 to A.P.F.rr counter top rbelow Vaulted Ceiling DINfNG j ABNERod t Shelf J 8/''s F\ I R O O I E OCLIKEN aP ow- O o �� I Vanity to be high ❑ KITCHEI�I High Wall q � Ven thro Dryer gh wall I o, cv t - - (ve-rfiang - - I A.P.P. l O - Flat Ceiling o ° 4'-I"�B- Upper cabinets to ® O extend over Ref. 3'-O"4" 8'-I" N 2" filler of. _ - Rn� _ E BATH O anina rayd"Jq -Vaal Rod t Shelf O ABC ❑ - R-II Batts/me In i"n W.H. O #1 4"� Steel Ballard See detail _tbiv_s}Lee.�_ Lu 22" x 34" O F N auto Atwith tichotcces O coserde L J o Q 22" _ _ 8'-O" A.F.F. NZi Flat Ceiling v m I1eter ISO Amp 3 Panel m> < n m © SECOND - o GARAGE E BEDROOM ERc�EN EssY O -4" A.F.FEl I MTll 01] OFlat Ceiling N N = F- �0,o 3 o O r----------------- I EGRESS v Block wall in I to be = ° H) E E zoo 0 0 garage I struck block O I I IT O O - C VER D a- I I 12" x 12" concrete column block filled O 14' -6" I ORC with concrete and (2) #1 bars Vert. tie O into lintels above u I 6' 2" I O I O o° 001o° o° ❑° ❑° N ❑° 3'-5„ J 2'-8" 2`13" 1`2° 34'-O" Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face it head and sill per product approval of wall -1 J \ Buck to be I" x 4" PT P.T. Buck nailed to block with case hardened nails Detail a t Window s prior to window attachment NTS A io 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 6" PT Buck of wall ariea INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detall at Door prior to door attachment INSTALLATION NTS Scale : 1/2" = l'-O" TURAL NOTES: 34'-O" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,900 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DII = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16. 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 F-CLAD/4710N FL/4N ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 9 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 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'-11" and Provide (3) filled cells on each side Of Openings from 10'-0" and Up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 2'" 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 8. ALL Reinforcing Steel Shall be grade 60, 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. SCALE. 1/4" = l'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 1*5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one US bar continuous CxO 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE CX6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill CD _ m Grade = —IIII—IIII 00E� PORCH SLAB EDGE DETAIL III IIII_ 14"w x 14"d concrete monolithic _IIII footI ng with (2) #5 bars cant. SCALE 1/2" = I'-O" 3 14" 45 bar vert. w/ f I TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL 4" concrete slab with fibermesh OR Adjust curb height �ECTIONS 60)x6" #10/10 WWM On 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6"x4" #10/10 WWM on 10 mil Visqueen over #5 bar cant. #5 bar In curb clean compacted termite treated fill Step per o foundation plan Grade 0" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 2" 3 14" 2 DETAIL AT GARAGE STEPDOWN SCALE I/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column block filled with concrete and (2) #'1 bars vert. tied Into lintels above Top of footer 16" below finished floor "71 -A Verify house slab height in field 3 �iil—III — 30" COLUMN FOOTING DETAIL 30"x30"xiC concrete column footing wi^:h (4) #5 bars each winq 5CALE 1/2" = 1`0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-�-ea IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With Ore 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Corc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 I " O `v- 20'-0" r — JI JIL°JI_j_i_i_ _IL_1_1_1_i_L U UU - — — — _ — —I� L — — — — t "I I - — -- r m � I — — FI I F �� _ � 8Filled cell 01—I FI I O der girder above - 24" N O Rear Patio/Slab r- I O J to be poured separate 0 — I from the house slab. F4 Nm Thicken footing to 24% x 14"d x 24"L I I, I FI under filled cell I E under girder bearing. HE O Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I —\ —-- — — —F— — — — — — , I I I I I I IF I- r- I I I I� FI I 4" concrete slab with fiber esh OR 0 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill I FI I a V _ I I FI O I I� 0 _ o O a+ --------w.H. I #I I 4NO Steel Ballard filled w/ Concrete® I F�_ W F5 j I I I�pl I�I<1I i I L—_�I v ENS I I .� tJ g —iI my Q) I m\ -'I L 10 v I o " Uo ° I �o N F5I IFS v Lu I I LU w — Pb Recess for — — — — nn Garage Door nI oTnT� 3'-5" 1 9'-0" W(gnne Building Corp. 7'he Grand Carlton Spanish Lakes St,. Lucie County Florida 3'-5" o I -; �I Lo 6' 12" x 12" concrete column block filled with concrete and (2) 91 bars vert. tied into lintels above i N'7) m n°v m i5 o a FOOTINGS SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8" p THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 9 0'0" R 0 0 F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plyywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a I 6" I 6" 1#8 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 Rebar to Lintel 12"x 12" Column Block Rebar Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 7r r tv 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. e PT Buck ad per jamb into filled co 4" Pre -cast Sill k Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with 10d 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 48 Bar Min. overlap IV TRUSS BLOCKING DETAIL AT GIRDER STRAPPING Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per J IMI SCHEDULE ASTM C 924 over ASTM D type 2 paper backed wire lath Walled to substrate through one layer of ASTM D Tape 2 felt paper using 8d Halls. Substrata to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 BI Two rows of beam block filled with concrete and 1 45 bar continuous in each row. Hook Vert. bar over top bar with #5 90° bend bar with a 10" min. la at to bar. P P 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 \+ Additional Precast Lintel #5 bars = Lintel Bar Clear u u A u o B Length Length Span Bars Bars CLEAR "''''` 2'-10" 2'-8" -6" 2,#3 none i 'P%?:r` L i i i 1 1 1 1 1 3'-C 3'-4" 2'-2" 2,#3 none ere-OBAT BPS-IB/IT 8111 Addtional 4'-0" 3'-10" 2'-8" 2,43 none z... #5 bars •-�. CLEA ..;,:'.i '," 4'-61, 4'-4" 3'-2" 2,#3 none ne Row of "H"• Block Above 5'-4" 5'-2" 41-0" 2,93 none 5'-10" 5'-8" 4'-6" 2,94 more Precast Lintel r 41 c-6" 6'-4" 5'-4" 2,#4 none i • "' " Additional #5 bars �'y 7'-6" 7'-0" 6'-2" 2 zx5 none 8131I4-15/7 SPA-0/2T 8'-4" 7'-101, -O" 2,#5 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 reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or 0oo Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" 8F8-OB/IT 1 tt5 3044 1549 1024 L31 T-6" T-8" 3'-1" 4'-0" 8F8-OB/IT 1 45 2541 136E 163 L45 4'-5" 5'-10" 8F8-OB/IT I 1 #5 1105 909 339 L50 5'-O" V-L" 8F8-OB/IT 1 #5 1238 835 "121 L60 4'-8" T-6" BF8-OBAT 1 #5 1011 721 534 L80 8'-0' T-4" 8F8-15/2T 1 #5 2 US 152 591 512 L90 T-O" 10'-6" 8F8-IB/2T 1 45 2 #5 443 530 401 L905 T-O" 10'-(" 8F16-IB/2T ONE 1 tt5 2 #5 1555 1183 401 LI00 10'-O" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" 81s iB/2T ONE 1 #5 2 #5 1361. 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 #5 4-11 428 324 L120B 12'-0" IT-4" 8FI4-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" IS'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1250 609 259 LI60 IL'-O" IT-4' 8P8-IB/2T 1 #5 2 #5 }' 300 192 119.4 L140B I6'-0" IT-4" Slis B/2T ONE 1 #5 2 #5 960 1 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTEL5 SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION f3EGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails — ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _ Edge t Fascia 12" Kaycan full o vent vingl soffit installed using 1/8 dia shank x S" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #T bars Vert. tied ---"— into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Its at each web Poured Coi concrete b Poured Concrete concrete block u Concrete Manufacture chore Per Space lax. Aluminum Panel Sixes per manufacturer — See Tuocal Stud Detail 7/8' x 3/32" Wing Nut w/ appropriate washer and spacing `m per manufacturer's Details 09q" II �.lel6' Stud Detail Stud w/ Die Cast Zinc ITS Nickel Plated wing Nut Flush Mounted Shutter Detail fits 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 ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) in N L x � L OU rn N u <Q � � a L d O 00 w u p O Edo °D p to u N N L s� W 2 Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom oftop chords using (2) 10d nails at each truss \R-30 blown fiberglass bottom I/2" thickstucco on 3/8" hi —rib lath In chord o trusses attached to horizontal and vertical wood framing with nails or staples to provide no lees than 1-3/4" penetration into 1/2" drywall with smooth finish ap horizontal wood framing and 3/4" penetration into vertical wood framing mambas Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 5/8" thick light textured 1/2" drgwall over I" x furringg strips at 14" o.c. with R4.1 PI-foll - stucco on typical concrete insulation on typical 8" Block walls Q block construction All drywall to be installed per FBC R702.3.1 Varies -see planT co and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R60-t.1 #5 bar Vert. w/ 30" overlap and Mortar ,Joints shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell TUbiCal W ood Base = P 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 truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplift LOW - 060q�, I Nis eAA "M Nil mill Ila Is 11 Pill cell with concrete and ROOF F L A I �l (1) #5 bar Vert. (typicaD. -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings concrete slab with fibermesh OR — ROOF PiTCH AT "4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" 6"xV #10/10 WWM on 6 mill 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 =III Illl l ii F1 14" S&Cti0r at Front FOrCh tr 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 UPLiFY VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Warne Building Corp. ®ate Drawn Revisions : Sheet Comm # —� 4-12-1i The Grand Cl5r1ton LEFTGE Drawn by: I2 _ - ,,�� C.C.U. 1 Spanish Lakes Checked bg St. Lucie County Florida D.R_B_ OP 6 PANEL "A" Pales BR Load Wire Description circ# nrc# 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 #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 1 e 1 20 1.8 kw #12 Pump 9 10 Drger #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 302 20 1 1 20 1.4 kw 312 25 26 Recepts #12 20 1 1 20 1.92 kw 912 21 28 Recepts 412 20 1 1 20 412 General Lighting 29 30 Recepts #I2 20 1 1 20 #12 General Lighting 31 32 Recepts U12 20 I 1 20 1 #12 General Lighting 33 34 Exterior GFC1 #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting 412 20 1 s 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 I 1,200 1,200 1 5,000 5,000 I 4.5oCi 4,500 1 1,800 1,800 1 810 810 Total Watts 3i,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21415 e40% 1 O 10,966 Electric Heat or A/C 10,000 565% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light % Double Pole Switch ® Eyeball Recessed P B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light ==E)c GF Waterproof ground fault circuitU.P. Po Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector Flood Light O Thermostat ® Electrical Panel © Central Vac g Electrical Meter Qs Smoke Detector Ceiling fan -ry Television Jack ® Telephone Jack AC oisc A/C Disconnect ® I x 4 Florescent Light I ® 12 x 4 Florescent Light sPicrt Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: Vent-thru --- Soffit 143 CFM IOXIOx6 MASTER BEDROOM 143 CFM lOxlOx6 12xl2x9 B/A L y ----- - - - - - - 4`` ° 12x12x9 l L Y V B/A CLOSE CFM �) 8x4x4 I ew I - - - - J 8x4x4 3 CFM '`' ATH PATIO/SLAB I GR I A T ROM I I I Center Registers It'! CFM on ceiling fan 149 CFM IOXIOx I IOXIOXI 12° DINING ROOM IL - - - - - - • - 153 CFM 12x12x1 � � ° 20 CF Iqi ° 8x4x4 I R7A1 18x FMATH - - - - o O - 20K20 T 1 I I A/C w.H. I I ------ - I ___ n° I 1 22__ " x 54" F � I II6" Attic twith Alight ccess = O i 232 CFM L---- 1 I 12xLx1 I �150 Amp Meter Panel Panel J SECOND GARAGE BEDROOM i 1 \ 12xl2x8 1T -1-i B/A I r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I r'IEC� NIC/4L _4YCU7 SCALE: 1/4" = I'-O" I. 2. Use copper wire only, no aluminum. Provide and were all required smoke detectors. p I1. It is not the Intent of these lens to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractorshall 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 necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done in accordance with the N.E.C. and 1. Recessed cans be installed per NFPA requirements. shall comply 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. telephone coin and telhan P P g. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refri erant lines that are run thru slabs must be 19. The electrical s stem shall be coin letel and effective) y P y y sleeved in AVC grounded as required bg the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullq operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21. All equipment and panel sizes shall be verified before inspections including 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 liability and property damage for the or as selected by 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 gear-i 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 any other service. year from closing sale of house. Correction of defects shall be completed without additionol 24. All exposed wire below 9'-1" shall be Installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 COVERED PORCH A/C disc. #2/0 Aluminum feed MOP I ''/a" Conduit MCB PANEL M TE eAH 2" PVC ( FPL)-� 2" rigid service FPL Bare #6 copper wire to #5 tort, rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Soffit Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bra denaia8comcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oulet under disc. not shown i clarity _ 0 d- =LEC-FIB 4L FL v\ Total Attic Space = 212'4 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required provide A Continuous Vented Soffit LUynne Building Corp. -F�& Grand C �)panlsh Lakes >5t. Lucie County Florida PATIO/SLAB H.B. Exhaust Duct Thru Soffit ' Wire For Front Post Light SCALE: 1/4" = 1'-0" Post Light with / o Photo cell c u, m U v Date Drawn Revisions Sheet Comm # 4-12-I1 GARAGE Drawn bg. C.C.U. arlton LEFT -1 12-2� Checked 1)g: D.R.B. OF 5