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HomeMy WebLinkAboutBUILDING PLANFinish Columns with 5/8" thick cut coral Finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands 12 4 SLOPE COVERED PORCH L Gulf Coast Supply and MFG 5 Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing ttached to plywood deck using #9 x 1.5" wood screws with self sealing w sher at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayme t Installed with min. 4' side laps and 6' end laps fastened with corrosion re stant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and wo staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVAT 10N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attache to plywood deck using #9 x 1.5" wood screws with self sealr i washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment inst lied with min. 4' side laps and 6" ani laps fastened with corrosion resistant in caps and with 1.29" ring shank ns�l sp aced 6" o.c. at all laps and two staggered rows 12" o.¢ iq Field. AA deck to trusses usingattachment detai on this sheet fi�IGHT ELEVATION - 5/8" thick light textured stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER 1.2.3 t4 FLU 1-1499.2 Single Hung Series 185 MI WIndOWs and doors L x cone ai p n option at tom eac�t corner and L o.c. theree`�ter througR t I Buck into filled CMU wall maintaining min 2.5" edge distance in strct adher to the product a roval. A I4-0330.02 Overhead Model 824/811 9'-4" max. width DAB M. x ue to eanttete ae of i cc et n e5 bet vat. wg 3/e' x L' HdLi HLC 9kave enchae at a• oc. nh I s di. .eeI�.r wti, 4' °daaa datan... Ins{{a tr k t. bush �SISK°ida� .5etrieuy °edict01epprevsl Garage Door IL'-O" max height M distancegd(�"t�ioc to adh.. te`p rend. 1/IL' nut mmher on rdler to B FLU 16614.1 Fiberglass Deal nPro/ Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and ue smooth Pro C Sliding Glass Mi Windows L ia. x can u inn. 0enetretion at L tom each corner and o.c. al double row thereafter through tilled 2.5" die' FLU 15332.2 Door Series 420 and doors PT Buck into solid CMU wall maintaining min edge in strict adherence to the product approval. Product NOA/FL Model # Manufacturer Attachment Method NUMBER For CMU use (2) 1/4' x 2 3/4" tapcon with min 1 1/4" embedment CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.2 Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. Roof FLU 11651.12 5V Crimp Gulf Coast Supply 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" spacing Metal Roofing and manufacturing It a 2)eSOwlbhfeelt underla menteinstalled with minx wlaps and V resistant laps fastened with corrosion tin caps and with 1.25" ring shank r spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. At deck to trusses using attachment detail on roof plan Siding I I Stucco on Block 1/4" = 1'-0" ALL MANUFACTURES LABLES SHOWING U FACTOpS AND SHOG COMPLIANCE CODE WITHFBCENV' SAND WNSDOWS REMAIN ON ALL DOR OO ARE APPRCNFA UNTIL INSPECTi EGRE u.. ® 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 14 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WILS1.12 21 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 spaced 6" o.c. at all laps and two staggered rows 12" o. In field. Attach deck to trusses using attachment detail on this sheet C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION TNESEP 4R6S✓B �NSAND dfq QREUI REDBYFFLANYCDgRPOSfDWD pMpLvWEHE�1AAap �4fg�r0�ft84 AK �aQQ� 2" 12 SLOPE],4 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 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 stapered rows 12" o.c. n field. Attach deck to trusses using attachment detal on this sheet „III EGRESS <7 e -------- - - - - - O'-O" =Finished FI -- --- - - - -- - 5/8" thick x w cut 2'_ 2" coral finished stucco bands THESE PLANg IAID ALL PROPOSED ARE SJEdECY TO ANY CORgECT10NS F111TED BY FIELD INSPECTORS THl{ H CESSAny IN ORDER TO ALL palptgQ4444 00040, Eapuation Date Design Pressure of Approved Tests ± 60 par I0-9-21 + 50.01-40.0 psf ± 50.0 PSF ± 48.2 PSF TT `Esiration j� Design Pressure of Approved Tests + 118.9 PSF 108.5 PSF Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install #8 x using 2" x 2" battens at V o.c. screwed to soffit framing using 3" wood screws at each truss. Install soffit to battens using0.12" dia, x 1.15" Iona rino shank nails with 3/8' dill- head. + 55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC ro 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" oc at the top + - 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate OF HB H,. •'/ itii; i.?ii REM. 1 ALL !�<Y;aN�; F1 Pa:; r UPf, ;PEO'jIO!, I r; base -board FILE COPY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 z I- -� I- �ioi� li�� I�� FRONT ELEVATION ��,y��LkOFgSr AgFrH� CDN�RNFRSD9 rr�CrD61q %FNrS10 D 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 11 x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate SCANNED gY St Lucie Ccu* ST. LUC1 C NTY BUI�ING DIVISION REVIEWED FOR COMPLIICE \ 4" concrete slab with fibermesh OR L'xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition REVIEWED BY - DATE ON 10 PLANS AND PERMIT MUST BEWI L E MADE SITE OR NO INSPECTIONS) nts Braden It Braden AIR, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T I Y 1- Tel (112) 281-8258 Fax (712) 287-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie Count Florida y Stuart. FL 34996 #AAC0000a2 SCALE: I/4" = 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 10 mph ultimate Mean Roof Height: I�I'-p " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.I8 Subjectabilitg to damage from: Weathering: Negligible Termites:Very Heavu Width or" Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.124 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4DL+0.4WL Components i Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.(. psf Roof Zone, 2. +20.4/-51.0 psf Roof Zone: S. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.11 par Wall Zone: 5. +35.1 1.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Sal 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 par FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 21 D anzar MODEL: Date Drawn : Revisions GARAGE 12-20-11 RIGHT Drawn by: C.C.U. Checked by: D.R.B. = = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE Mcc Corner Zones Roof Zone 3 Sheet Comm # 17-228 OF 5 FLOOR l= L A N 4" AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4CRASH POST DETAIL Living A/C = 1120 sq. ft. " 1'-O" N.T.S. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter Back Porch Total - 210 sq. ft. I_ steel crash post. Floor Garage 317 Sq. ft. proceeding with work. Flange with 4 - 3/8" Entry 28 sq. ft. 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 k5i steel plate) Total Under Roof= 2215 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6" Total Cubic Ft 13,%0 4. No dissimilar metals to touch. 2%2" 2%Sill S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %_' %' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° 2" VTR Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/8" ° 2%," J1L 6. Drywall at ceilings shall be leveled and attached to bottom chord Of trusses with screws per FBC R102.3.5. 4 2%' Attach buck to block wall with O O 1/4" dia. Elco core screws with min. 1. ALL wood in contact with concrete shall be pressure treated. 1 I/4° penetration at 1c o.c. max 1 and 4" max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. % Exterior Pace 2" x G" PT Buck 2i VTR of wall ///1 JIL 9. ALL plumbing fixtures to be low flow. cries I l 10. Contractor to Provide Drain at water heater in accordance 1 2" With the current edition of the Florida Plumbing Code. MaIII ster I Lev. I 11. Contractor to Provide a 2'-8" Wide door at one bathrocm for at wood screws thru iamb max al at each hinge and IS' jamb max an 2" /, Detail a t D Oor prior to door attachment Lav, 1 handicap accessibility requirements. �2 4" I 2" VTR 12. Lowest finished floor to be set by Governing Building Department L' NTS W.C. i JI� surveyor to Set In field. INSTALL VULKEM BLOCK SEALANT I 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 2. 3. 9 9 P SILL BLOCK PRIOR TO BUCK Shur. 14_ Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION Kit. sink I w.H. Water Heater Install windows thru buck into Kitchen 2" block with 3/IL" tap -con with 1 1/2" penetration at L" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 from each canner and 202 " max p thereafter at ambe and 20" o.c. max Lev. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 C per FBC R302.9.2 Exterior face at head end sill per product approval 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall varies Bock to be I" x 4" PT 3" W.C. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comp) Bath #2 she,. with F.B.C. R316 - see permit info box of code edition 3' 18. Gypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C93 r'xc P.T. Buck nailed to C40, C1002, C1041,C11II, C1178, C1218, C1395, or C1396 and shall be installed lock with case hardened nails c.o. D e t a i l d t W i n d ow S prior to window attachment To septic according to the following: (FBC R-T02,3.5) Masonry Beam NTS P L U M B I N G RISER Iftb x " P.T. Buck nailed to / block with case hardened Hells prior o door attachment[ NTS Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framin members Nails Screws 2" x min. t Ickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Esther IL" I6" gl' 0.080" dia.x 1 5/8" long with 15/64" head Direction OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 15/a" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail e 0.092" dia. xx 1 1/8" long with Walls Either IG" ®'i 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 C o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" 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 approval _ I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall 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 C1118 and installed I.A.W. manufacturers recommendations shall 16 ottom'Track Typical Flooring be used as backer for the wall tile in tub areas and wail panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with penetration tap -con with I I/2" penetration at 6" o.c. max. within floor -ceiling assemblies, roof -telling assemblies, wall, crawl Spaces and attics sliding D oor D e t a I From each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyingg smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with 4NTS STM E 84. At Masonry Wall 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 seif sealing washer at 12" o.q 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 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) sod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) aupporting Max. 4 F - at 24"o.c. TYPICAL IBIOIbs. upllPt (shop drawings by manufacturer) Aluminum Drip R-30 blown Fiberglass Edge I: Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x G Sub -Fascia Two rows of beam block filled with concrete and (1) 1r5 bar Cont. in each row. Substitute Kaycan full o vent vm9l soffit installed precast lintel filled with concrete and (U #5 using 1/8" dia shank x 1.5' long gale. bar cont. For bottom row over openings roofing pads with 3/8" dia. head per product approval - see chart sheet #1 1/2" dryywall over I" x furringg strips al IL" o.c. with R4.1 frfoll insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 9 and shall meet all pertaining ASTM codes. stucco on typical concrete ao Mortar to be Type "M" only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 95 bar vert. w/ FIII cell with concrete and 30" overlap at each filled cell Max. bar vent. (typical). spacing shall nott exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xG" ttlo/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade I- lllll -III III=�I�I-j11 =�-I ►III=III--I g I 14" with (2)) #5 bars co t. and #5 TY F I C A L- SECTION transverse bars at 48" o.c. Scale : 1/2" Window Schedule Size Rou h O en_ Window Descrl Lion PRESSURE ZONE -5%s"x 5'-3%s" 54%a"x 63%;' Single Hung ZONE 4 -2Ys`x V-3 %s" 15" x 43%,Single Hung ZONE 4 [AL -2" x V-2%,' 21%2"x 38s/a' Single Hung ZONE 4 -I" x 5-3% 38" x L31/;' Single Hung ZONE 4 -5%s'' x 4'-2 %a' 54 Ya"x 54 ➢a' Single Hung ZONE 4 Windows to be aluminum windows w/ tint mullions per elevations. windows to withstand pressures in permit info box on sheet 1 windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h O ening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41"%:' x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-o" X L'-8" 14" x 81 %,' d°%b%;;"" Sliding Glass Door ZONE 4 D 2'-0" X V-ell Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %2" E 2'-L" X 6'-8" Solid Core - Wood - L-Penal F 5'-0" X V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-1." X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit Info AND SHALL ON SHEET #1 Braden Braden I P,4 Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 349% #AAC OO0032 35'-O" 21'-O° 14'-O" 0'-6" 10'-0" T-O" T-O" PATIO/SLAB 3'-10%2" I O 3'-I0Y2" OO 00 00I I D0 ° >1 0 EGRESS Provide screen infill below beams and between columns 12" x 12" Concrete column block Filled with concrete and Q O (2) #1 bars vert. tied Into O° lintels above P O R C H MASTER WIRE LATH 9 STUCCO CEILING o BEDROOM © 8'-O" A.F.F. OIL D Flat Ceiling - 00 T DO OO O I 4" 12'-8in o I © I 8'-0" to 9' 8" A.F.F. Vanity be Vaulted Ceiling 34 /2"higig h Rod f Shelf r GREAT 6 4 6 r, ROOM rr N I N I� O • 1 2" x L" knee -wall below counter top I LOSE it I �I a OF• od d Shelf O o0 I DIMING / r--- �� 7 ROOM -O" to 9'-8" A.F.F. AL t4l" HIGH WALL a Vaulted Ceding I o 1 O I I 8'-O" A.F.F. H.B. ° THIRD BEDROOM N O w 8'-0" A.F.F, W % Flat Ceiling O (x W 4 -O" 4" _30" 4�',_ 3'-4" a J pLinen D Ha B Vanity to ,,44 %2"high 12'-6" SECOND N BEDROOM 8'-0" A.F.F. Flat Ceding EGRESS �I (3 a 1-1/2" OVE HANG Flat Ceiling KITCHEN Upper cabinets to jl extend over Ref. 0 10 MmMLP i11 Attic Acelirse, with light Provide -4"O-Steel _j closer Ballard See detail on this sheet s- GARAGE 0 8'-4" A.F.F. Flat Ceiling N ----------------- Block wall in jgarage to be I struck block I I I I I I I 1 I 1 I I i I 1 C.C.U. 12-8-09 2'-2" 9'-6" 2'-2" 2'-8" 2'-8" 3'-6" q'-O" 3'-10" wQnne Building Corp. THE ROYALS Spanish Lakes 21 Danzar St. Lucie County Florida MODEL: Date Drawn Revisions 12-20-11 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. 0 T N A/C a- ZQ tr FILE C Sheet 2. OF 5 m i N w STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL POR�H 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 2,500 PSI AT 28 DAYS 10, DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ='C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, B 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6XL 10/10 A-35 SPEC IFICA IONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SL EYES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRA ES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 MINIMUM CONCRE E PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2' 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS - GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL, GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI ATTENTION OF THE ARCHITECT. 8. 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE_ FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1-1- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE O I I ND D /4 T 10 * F L /4 * I PRESSURE TREA ED. 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 2S00 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.... 5. 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 S'-Il" wide. Provide (2) filled cells On each Side of openings from 6'-O" to of-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 24" o,c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l( and A-3S 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/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibermesh OR L"xL" #10/10 wwM on 10 mil Visqueen over clean compacted termite treated fill Grade Fa so on L a 111 IIII III 14"w x 14"d Concrete monolithic footing with (2) 45 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step er R foundation plan ✓ (V 10" (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOUJN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top of footer I6" below finished floor SCALE 1/2" = I` Verify house slab height in field ...•wli'I�i �� 1 NI 11� COLUMN FOOTING DETAIL _II III 30"x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = I' - Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE 00 — N SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS jMark 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 19"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" 4" concrete slab with fibermesh OR b'xb' #10/10IWWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICA ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vxb" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill Grade � E -I III I— 14"Iw x 14"d concrete monolithic footing with (2) #5 bars cont. 14" rj GARAGE CURB DETAIL SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 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. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 2" x 4" 3/8 dia. " PT wood secuith red x 6 anchor bolt w at 18 o.c. Braden It Braden AI A, FA overhead door track secured to wood jamb per manufacturer's product approval Architects —Planners S.E.2Co2c8onute Avenue VB Garage Door Jamb Detail Tel GARAGE DOOR TO WITHSTAND PRESSURES STATED NTcJ Fax (112) 28-1-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E-mail: bradenaial3icomcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart. FL 34994 ttAAC000032 0 I 0 0 I 0 12" x 12" Concrete column block filled with concrete and IF4 F41 (2) #1 bars vert. tied into lintels above Or----- PI ----� T Pilled cell under I� I girder above O I FI I I o1 I LU I = W I Rear Porch Slab to 4" FI 1 (L be poured separately from House Slab. L 1 I N Thicken footing to I r u 24% x 14"d x 24"L o. I] under filled cell �O O 00� N V Ier bearing. r FI Rear Patio/Slab to \be flush with bottom of sliding door recess. Slope I" 4" concrete slab with fs 6"x6" #10/10 WWM on 6 mill Visqueen over ° clean compacted termite treated fill I FI I I I �I I i I q V I -a I �I I �I I I FI I I FI I I I �I I 4'-O" I = w.H. it It'j I I M >, i 1 0= 1 I I \ —4"a Steel Ballard I — See detail on this sheet I I I I I 4" concrete slab with fibermesh OR 16"x6" #10/10 WWM on 6 mil Visqueen ver clean compacted termite treated fill o I I I b 1 I I-2 � I I N I u) ❑ I]L --I F5 to1 w 0 I Recess for FS I N L_ — — —Garage Door— 2'-2" q _6, 2,_2„ 13,-lof, 5'-4" is' -loll Wgnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida 21 Danzar MODEL: Date Drawn Revisions GARAGE 12-20-11 RIGHT Drawn bg: C.C.U. Checked by: D.R.B. 0 I v COPY 0 I b r Sheet Comm # 2), 11-228 OF 5 Provide Ke Area Ede Field Fastener Pressure Zone I re" �" Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 'ib psf Zone 3 .4" Sd ring shank 89 psf ** Zone 3a 6" 6" tt8 wood screw 112.5 psf tt5 bars with min. 48 bar diameters overlap Into beam. Tic filled cell steel Into continuous beam block steel. \-� Provide Cast -Crete BUS-OB/OT precast `- lintel set in mortar _ Min. 8" Bearing R O O f= � 4 N Provide )t5 bar set mpre-cast T Seale I/2" = I'-O" lintel Into beam where length of the opening calla For It. - O h I' - O i' I h d h h e PT Buck ad per iamb into filled c 4" Pre -cast Sill vet sags at un ass of erwise note on t is s set — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the L architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY L TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior Poured Filled Cell 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 construcoc L N �Provide 45 bars diametere overlap with min. 48 bar in felled cell. Tie � � filled cell steel Into rooter steel. continuous � air -� Co�lcreie Anchors Per Ma ufacturers Speea Poured Concrete or concrete block wall � f �I/4"Max. Aluminum Panel 51aee per manufacturer - See Typical Stud Detail ISINGLE PLY REAR GIRDER TRUSS 1/e" x 3/32" Wing Nut w/ I v appropriate washer and spacing per manufacturer's Details Nail 2" x q" bloekineq to vert. leg of (L I s u — litruss with IOd x 1.5 Wads at 4" o.cI - o"'• I J L I Verify with Plan 'v Install Simpson MGT Into wall using � /8" ilia. threaded ropdd set min. IZ" i a Concrete a �� 'into wet beam and (22) IOd Wads into trues Lintel 12 x 12 CLU lumn Block I I I Ia IS" i I xy �. Stud Detail , Poured Concrete or I Nis concrete black wall \ I Stud w/ Die Cast Zmc � Reber \L � Nickel Plated Wing Nut /, Reber 48 Bar Dia. TRUSS BLOCKING DETAIL na��atwarsc5pecaPer ," Min. overlap AT GIRDER STRAPPING Column to Lintel i"/� t t ta C� me n t AT CENTER BEARING POINT Flush Mounted Shutter Detail nts NTS 1 /8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath Walled to substrate through one lager of ASTM D Tyype 2 felt paper using Sd Halls. Substrate to be 19/32' CDX Plywood Walled at 6" o.c. in field and edges with IOd ring shank nails Into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41145 2G ga. 5v crimp metal roofing attached to plywood deck using wood screws with self sealing washer at 12" o.c. max spacing oN (type 2) 30 lb Felt underlayment installed with min. 4' side Is laps fastened with corrosion resistant tin caps and with 1.25" r spaced 6 O.C. at all laps and two staggered rows 12" o.c. in deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bare � CLEAR o LINTEL Lintel Length Bar Length Clear Span "A" Bars u u B Bars 2.43 � ' •.:,,'�; i i i " i i 2'-10" 2'-8" none 2'-2" 2?#3 none eFe-OB/IT 8FB-IB/IT 8FB-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 ii3 none tt5 bare CLEAR 3'-2" 2,u3 none pone Row of .HAir " '`'`'•"`��`' Block Above ;;;;;.;.;;:•: 5'-4" 5'-2" 4'-0" 21i3 nova 5'-10" 5'-8" 4'-4" 2,44 none ,l Precast Lintel 2,#4 none P Additional-4" 45 bare �'-O" 2,45 none BFIG-IB/IT BFIL-IB/2T 7'-10" 2,45 none NOTES: ALL reinforcing steel Is grade GO. I. min. coverage of steel=1.5" 2. min. bearing required ®ea. end-8" 3. standard for taint. steel=ASTM ALIS TYPICAL LINTEL SECTION (PRECAST CONCRETE ) � SCHEDULE Mark Window or Door Width Size Specification Cast -Crete Spactfication Rows of "H" Block Above Steal Bottom Slxe Sisal Size Max Gravity (PLF) Max. UpliftUnit (PLF) May- Lateral (PLF) L22 2'-2" 3'-L" 8FB-OB/IT I tt5 30L9 I569 1024 1_31 2'-L" 2'-B" 3'-I` 4'-0° 8FB-OB/IT I tt5 2541 1363 'IL3 L45 4'-5" 5'-10" 8F8-OB/IT I tt5 IIOS 909 339 L50 5'-0" L'-L" BPS-OB/IT I tt5 1238 835 121 ' LLO 6'-8" '1'-6" 8F8-OB/IT I tt5 1011 121 534 L80 8'-0' 9'-4" BPS-IB/2T I #5 2 tt5 152 591 512 L90 9'-0" 10'-L" 8F8-I13/2T I tt5 2 85 1.43 530 401 L90B 9'-O" 10'-G" BFI(-IB/2T ONE I tt5 2 tt5 1533 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T I 35 2 tt5 582 494 452 LIOOB 10'-0" II'-4" BFI4-IB/2T ONE I u5 2 45 13L6 1028 952 LI20 12'-0" 13'-4" orB-IB/2T I u5 2 #5 411 428 324 LI20B 12'-O" 13'-4" BFIL-8/2T ONE I tt5 2 tt5 10i5 1'10 324 LI40 14'-O" I5'-4" BFIG-I13/2T ONE I 45 2 tt5 1250 609 259 LILO IL' -Om IT -el" 8F8-IB/2T I tt5 2 tt5 300 192 194 LIGOB IL'-O" 11'-4" BFIL-IB/2T ONE I 35 2 31:5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE.. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER I'4'-O" LONG ARE TO BE PRESTRESSED. Aluminum Drip Edge E Fascia J 1 11 1/2" thicl stucco on 3/8' hi -rib lath Sub-FasciLl a Kaycan Pull o vent vingl soffit installed using 1/8" die shank x 15" long gals. roofing nails with 3/8" die. head per _ product approval - see chart sheet tt1 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND 2" x L" Top of footer IG" below Finished floor thick light textured stucco on typical concrete block Construction Vanes -see plan #5 bar vert, w/ 30" overlap at each Felled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Step per foundation plan � Slope per foundation plan III—IIIIII ' -IIII-IIII III : ,IIII 1„ l a IIII-IIII-111 I, I I I I I I„.IIII IIII11 III F3 Tublcal Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" Wads — ( 24" o.c.) supporting Max. 18101bs, uplift 4 U Aluminum Drip Edge 8 Fascia Flash and Counter flash Nall ledger to gable end truss with (2) IOd ds at each web12 hed to horizontal end vertical wood 2° Preming with nines or staples to provide no lase then I-3/9" penetration into horizontal wood Preming and 3/4" penetration into vertical wood Preming members Wood —1II i S action Brace Gable end with 2" x 4" SYP #2 eft back Walled to bottom of top chords using (2) IOd Walla at each truss PRE-ENGINEE�D WOOD TRUS � 024"o.c. TYPICAL ( shop drawings by manufacturer ) in w ra � X L � r N 03 4J 4J L � F d a a 2 s � ui O V a p� E_ N V fy R-30 blown fiberglass yin bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar Cont. In each row. Substitute precast lintel filled with concrete and (U #5 bar coat. for bottom row over openings I/2" drywall over I" x furringg steps a� I6" o.c. with R4.1 fi-fod -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 6e Type "M" oney proportioned per FBC R601.1 and Mortar points shall comply with FBC R60'1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and (U #5 bar vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xG" #10/10 WWM on L mil Visqueen over clean compacted termite treated fell J\ 00 77. FI at front i�orc� Scale I/2" = I'—O" LU N Q w Strap trues to wall using Simpson MGT with Simpson HETA 20 5/8" ilia, threaded rod with min 12" embedment Into beam either wet set or in epoxy with hurricane anchor at Each truss (22) IOd Wads Into truss. Add blocking to \ ( 2�" o.c_) support g Max_ truss leg per detail on this sheet ETA 20 1810 I S. uplift L906 L90B IOOB .�- oN � o m BI L45 BI BI LGO BI BI BI BI 2" H. Lq5 B AULTED RE 12 ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 29" o.c.) supporting Max. 1810 Ibs. uplift PANEL "A" Poles BR Load Wire Description circ# nrc# Description Wire Load BR Poles 2 40 1.0 kw 38 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 L Rene #6 12.0 kw 50 2 7 8 1 20 1.8 kw 412 Pump 9 10 Or er #10 5.0 kw 1 30 2 I 13 12 14 1 20 1.5 kw #12 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave i5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A,C. 19 20 Recepts 412 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 312 - 20 1 1 20 IA kw 912 25 24 Recepta #12 - 20 1 1 20 1.92 ku #12 21 28 Recepta #12 - 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 414 General Lighting 31 32 Recepts #12 20 1 - I 15 #14 General Lighting 33 34 Exterior GFCI 312 20 1 1 15 414 General Lighting 35 36 Bathroom GFI #I2 20 1 1 20 #12 smoke Detectors 3l 38 General Lighting #14 15 1 1 20 #12 Bathroom GPI 39 40 General Lighting #14 IS I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General„ Lighting. (3..watts sq, ft.) . _ _ _ Small, Appliance. Circult(s)..... . , , , , . . . . . . . ...... Range .. _ . Refrigerator Microwave Dish Washer ................................................................. Clothes, ,Washer ................... I ...................: ...... Clothes .,Dryer Water Heater Water Pump._......... ...........................:....... Garage Door Opener . . _ . I135 3 5,205 2 1,500 3,000 I 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4,500 4 s00 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129,03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® 1 Recessed Can Light S, Double Pole Switch ® lEgeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Well Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector 1`12 Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan A/CC Disconnect ® Television Jack Telephone Jack ,cam c ® I x 4 Florescent Light ® 2 x 4 Florescent Light saKa Speaker Hook -Up ❑i Intercom ®= JUNCTION BOX TO SUPPORT A FAN A/C disc. O = THERMOSTAT LOCATION B/A = Balanced Air 150 #2/0 Aluminum feed AMP Electric Notes: I %•Conduit MCB PANEL PATIO/SLAB Lj 139 CFM IOxlOxl PORCH M STER B DROOM I 139 CFM IOxlOx1 143 CFM 143 CFM IOxlOxl I IOxlOxl Centers Registers on Iceiling fan I I I 12xl2x10 B/A r a r a L- B E A T I 12xIB/A OM 8 CFM 8x4x4 ia Box 84 I 32 M --- Vant thru % ---'i ---Soffit ° /-+ - - DINING ROOM I 12" MTCHEN I I J 144 CFM THIRD 12xLx1 BEDROOM CFM - - X14 14 0 n - III 84 CFM IOx6x6 215 CFM 12xbx1 I. Use copper wire only no aluminum. 2. Provide and wire all required smoke detectors. M TE 3. Contractor to verify location of electrical SECOND service and provider. '�. ALL paddle fans shall be on a rheostat, AHu BEDROOM b S. ALL ath and kitchen receptacles to be GFI protected. 2 PVC (FPL3-� 6, ALL exterior outlets to be WP/GFI protected. 7, Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2 rigid service FPL Bare #L cope wire to #5 cont. ga6ar 9. A/C Return Air Balance Must comply w/ FBC RM1602 in slab 10. A/C Refrigerant lines that are run thru slabs must be sleeved 1n PVC ELECTRICAL RISER_ II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical N $ contractor, the completed system shall be fully operative. -Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testin and manufacturers recommendations which inspections including blower testing where require, shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress construction. 19. The electrical s stem shall be cam le el and effectivel 15, All required insurance shall be provided for protection rounded as required b the latesteN.E.C.p edition 9 q y of the N.E.0 against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or Ithrough any concrete all items for a complete electrical systerm and provide all slab shall be spaced a minimum of thr¢e diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any othe service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 2,C All exposed wire below 9'-1" shall be, installed in metfll EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telebhone comdanu. rL, / V-1 12xl2x9 B/A 22" x 54"- Attic Access with light _ _ - _ _ J N-4"O Steel Ballard See detail on this sheet 150 Amp Panel GARAGE 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 MECH/4NIC/4L L/4YOUT O=THERMOSTAT LOCATION SCALE: 1/4" = 1'- O " Braden it Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8298 Fax (112) 281-8283 E-mail: bradenaias'comcast.net Stuart_ FL S4994 UAAC000032 A#IC SEE MANUAL "J" and Energy Calculation for Unit into Exhaust Duct Thru Soffit Wire For Front Post Light PATIO/SLAB i WP GFCI E3- PORCi V / ® -Z-- I / I GREAT ROOM 5 MASTER BEDROOM i - - - _ I Smoke / Carbon 'EM]O I O Manmade Detector Combo Ir I � I I I I I I L DINING j I GFCI ROOM ► / " in LQSET I ,f G CiI fpci ® � �✓ I I DTI E � II 2" 3'-2" 2 THIRD BEDROOM E ------ 1 \ 1 m / \ y \ _ \ Lu � I 5, 104Aligo.� �1 WP 1 ■ � is Smoke / Carbon Monmade Detector I I I Combo under AHw -SK-C-!,`dND BEDROOM I Center Post Light on This corner ao �m > m Post Light with 4 e Photo cell o rlL� WLinne Building Corp. THE ROYALE Spanish Lakes 21 Danzar St. Lucie County Florida x 51" 2"h GFCI Pd 22" ' I Attic Acce I� with light I / J \�4"cli Steel Ballard / I See detail on this sheet Pull chain / PC Ight in attic / / OPTIONAL PANEL / / I50/ Amp LOCATION /PPanel 42"h GFCI / GARAGE// Garage Door Opener ------------------ rI 1 I I I I I I \\ I I I I I I I I I I I I I I NOR Exhaust Duct 3-hra Soffit 14" Exhaust Duct Thru Wall WP GFCI Install disc. under disc. not shown for o clarity 0 A#IC ELECTi�IC/4L 0 FL/4N SCALE: 1/4" = 1'-0" FBC 22,09.1 Attic Ventincl Calculations Total Attic Space = 2-487 sq. ft. Venting Ratio I/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 12-20-11 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # -� 17-22 OF 5