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HomeMy WebLinkAboutBuilding PlanFinish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 411651.12 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. side laps and 6" end laps fastened with corrosion resistant tin caps and with 2, 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 �•. Vim' thick Mica textured O O stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELI=VA70N 12 4 SLOPE SCALE: 1/4" = 1'-0" 12 SLOPE 4 8'-I" T.O.B. 2" H. O'-O" = Finished Floor ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL SUS1.12 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 5" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 12 � SLOO� -------- _ II II,- 11. Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at -4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 ,Any changes to this plan shall be submitted to the architect 2( 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 for approval m writing prior t0 Starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end ALL Window I laps fastened with corrosion resistant tin caps and fiLh 1.25" ring shank nails — R e t u r n A L L Stucco Bands into W i n d Ow Or D oor, . spaced L" o.c. at all laps and two staggered rows 12" o. in field. Attach deck to trusses using attachment detail on this sheet \ 12 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" ox, 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.c. in field. Attach deck to trusses using attachment detail on this sheet .31.5 2'P TERMITE TREATMENT REQUIPED - . e� pu'� {�p� itF:�.tyl5.fit e.. p''-;Y.6 iL i�3 lfgep`+s��}>d�Sy7i1''�w''s•! F..'�i Ala$%�- S>Qucl�tL v�� 5/8" thick x 8% cut � coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of I5 Ib felt using 8d nails. Substrate to be 19/32" COX Plywood 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. 12" 2„ o. 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut ®® ®®.: cbcoral finished stucco bands oral finished stucco ands ®®o lO 3 3®®® 5/S" thick x 8"W cut I finished t - ' - coral mis ed stucco 5/8" thick light textured ®®® stucco on typical concrete block construction Gar a a Finis ed Floor " = Finished Floor ———————————————————————————— — — — — — qV -0'-4" A.F.F. 5/8" thick light textured 5�g'h Columns Luit coral stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at W, o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden it Braden AIA, FA Wgnne Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE S T L I Tel (112) 28-1-8258 I �l Fax (112) 281-8283 Spanish Lakes ' E—mail: bradenaia8 comcast.net St. Lucie County Florida Stuart. FL 34994 #AAC000032 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 Categorg: it Wind Velocity: 165 mph ultimate Mean Roof Height:��I'-pp"� Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6OL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone. 2. +20.6/-51.0 par Roof Zone: 3. +20.6/-84.0 psf Components it Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-3g.1 psf Wall Zone: 5. +35.8/-41.8 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 Teat: psi This Budding Shall Have the Following. APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD. 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: \\ C-A TIP O L Y1�PITCH I E:] = Roof Zone I Walls Zone 4 EMM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 MODEL: Date Drawn Revisions Sheet Comm # 5-9-11 GARAGE Drawn by: LEFT C.C.U. I I> - 3 0 0 Checked by: D.R.B. OF 5 FLOOR FLAN 4_1� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" s prior I. Contractor to verifyALL noteand dimensions to high by 4" diameter ssteel crash post. Floor steel proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. %armor bosoi kslto steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. `11 4. No dissimilar metals to touch. 2%2" 2%2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 �3/8" ° 2i/," 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. ° O 2/,' 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 t2�'2/s"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.L 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation 1" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R31L - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C3,L, C19, C415, C514, CL30, C931 C40, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for drywall Spacing Maximum installation of Into wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 114" long annular -ringed or Sd cooler nail �2 OR 16" 0.080" dia. xx 1 5/8" long with Walls Either IL" e' Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098' diameter x 1 3/8" long annular -ringed or Id cooler nail e OR Walls Either 141, all 16" 0.092" dia. xx 1 1/8' long with Direction 114" head OR Gypsum board nail 0,0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108-L, A108.1, A118.1, A118.3, A13L.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 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Guir Coast Supply and MFG Sv Crimp Metal roofing FL 911451.12 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 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) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES f 24" o.c.) supporting Max. 4 r at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings by manufacturer) Aluminum Drip - "R-30 blown fiberglass Edge t Fascia in bottom chord of trusses /2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 using 1/8' dia shank x 1.5" long galv. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet x1. 1/2" drgwall over 1" x furringg strips at 14" O.C. with R4.1 pi -foil insulation on typical 8" Block walls 5/e" thick light textured = All drywall to be installed per FBC R702.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. block construction bo Mortar to be Type M" only proportioned per FBC R601.1 and Mortar Joints shall comply with FBC R601.2J. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ Fill cell with concrete and 30" overlap at each filled cell i) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6 xd" #10/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Grade `r _ 4: 1114" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 transverse bars at 48" o.c. TYFICAL SECTION Scale : 1/2" = 1'-0" 011r0 N.T.S. -Head fixed door sliding door AREA CALCULATIONS Living A/C = 1,4-14 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 2E VTR Masterr� J;L Beth 2. Lev. I 2- Lint. �• 1 2' VTR J1LW.C. 3• I I 1 Shw . 3' I Kit. Sink I I Kitchen 2 I I Lay. 3" W.G. Bath 42 shwr. 3" C.O. Ta Septic PLUMBiNG RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ----------- ----------- 1 1/2" Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l 1 d 1 n g D o o r D c t a 1 � I penetration at 6" max. fromom each corner and 20.." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb el Window Schedule Mark Size ROU h Coen. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3 %8" 54%"x 03 4" Single Hung ZONE 4 2. 6'-2%s"x 5'-3''A" 15" x 43%4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%a" Single Hung ZONE 4 4. 4'-5%s"x 4'-2%s" 1 54%a"x 54Ya" I 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'-0" X 1'-01, 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 %,"x 83%," Fiberglass Panel - Inswing ZONE 4 C G'-O" X 6'-8" 14" x 81 % orr .m:,a Sliding Glass Door ZONE 4 D 2'-0" X I.-e" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 4'-8" Solid Core - Wood - (.-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x G'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2`81" X C-8" Solid Core - Wood - 4-Panel J 2'-L" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L I'-6" X 6'-8" BI-FOLD x erior oors o wi stand pressures stated in permit info box on sheet #I 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 Q W W O F W a 3 Veril Dryer through wall v I 2" rdiei o A/Cif Meter_ c+l Cq O N i 36'-O" EGRESS 12" 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above 12'-8" Covered Porch MASTER \Itn/ I BEDROOM r e'-o" to 9' 18" A-F-F. B'-O" A.F.F. Vaultedd eihng Flat Ceding GRE� T ROOM r=9 Rod t heir Vanity to e r 1 34 Y2"hlg = CO 1 0 2" x C knee -wall 8'-O to 9'-8" A.F.F. n r O I iK below counter top Vaulted Ceding CLO ET I DINING ROOM ® Rod ITS helr I Ow ` 4 Vanity to be 1 \ I 34 %2"high High Wall KITCHE 3'-8" I 0 O L _ 1-1/2" 1 O - Flat Ceiling I 6'-0 10'-5" 4 -1° Upper cabinets to extend over Ref. N I R-II Bette nwlatian w H 4"4 Steel Ballard O a I N o See data;, on this sheet l F W rl r - - Provide auto I 22' x 54" o rc nl > O i closer I Attic Access Nth light I 9 L - - - -- 3 Q 22 _-� GO Amp 4„ Panel B to of GARAGE E EGGRESSY O -4" A.F.F. TT MT � Flat Ceiling ❑ r 3'-5" Install windows thru buck into block with 3/I6" 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 I" x 4" PT r----------------- 1 Block wall in garage to be struck block I I I I I I I I ® I I r< � IS'-10" 3'-0"4" " 10'-2" O IF E BATH Rod t Shelf O N 24" jill O 8'-C" A.F.F. Flat Ceiling SECOND m BEDROOM I i O T- to in d- T EGRESS 00 0 0 00 COVERED 12" x 12" concrete colu n block filled 0RC with con rate and (2) #1 ars vert. tied Q into lintels abo e 7' 2" 12'_6" 3'-4" Exterior face of wall '---\ Attach buck to block wall with 1/4" dia. Eico conc screws with min. 1 114" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT US Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and D e t a i l a t w i n d oW s prior to window attachment SILL BLOCK PRIOR TO BUCK D et al I a t D OOr prior to door attachment INSTALLATION NTS NTS Braden It Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenu# Tel : (112) 281-8258 Fax (112) 287-8283 E-mail: bradenaiagcomcast.nel Stuart. FL 3499L #AACO00032 Wginne Building Corp. f� STERLING T' THE MODEL: GARAGE LEFT Date Drawn 5-9-11 Drawn b : C C U. Checked by: D.R.B. Revisions Sheet 2. OF 5 Comm # Spanish Lakes p St. Lucre County Florida 2 5 6 7 W TRIUCTURAL NQTE_ ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,1300 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. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 47 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LX6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON (MINIMUM 9 DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BEE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO A MINIMUM OF FOOTING: 3" BUILDING CONSTRUCTION BEAMS: 1-1/2" 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. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. I6. 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 I-1• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FCLAD;4710N FLAN 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 2SOO 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 US 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'-0" 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. FOUndatlOn Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (a. 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-16 and A-35 speclflcationS. 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 - at each filled cell G V I mIE =_ TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill —I11— 14% x 14"d concrete monolithic �Ilfooting with (2) #5 bars cont. A11 TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR (e x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) tt7 bars vert. tied into lintels above Top of footer 10 below finished floor 30" COLUMN FOOTiNi Verify house slab height in field DETAIL SCALE I/2" = 1'-0" SCALE: 114" = 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 i5 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous 6 xb" 910/10 WWM on to mil Visqueen over clean compacted termite treated fill GRADE I =� „IIIII= illi 8 PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x6" #10/10 WWM on 10 and Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" ° F.F. Grade Nr �E, IIIIIIII 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x L" PT wood secured with \ 3/8"dia. x d" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's produ;;t approval Garage Door Jamb Detail NARAGE PERMITDI� O BOXR 70 ONSHEEDT Ul.. PRESSURES SEE PRODUCED N T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location 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 0 Ln 36'-0" 1 4'-O" 10'-0" i 12�, - 10'-0" _I12"1 lJ Ui I L0 fi-1_i_l_i__ _:_l_l_ u u —u u — — — — — — — — — — -- O — —— �i-----i0 P4 �L--� F4 ��F r- I 1 Rear Patio/Slab >- I to be poured separate O O I 12'-8" a From the house slab. -p �I Thicken footing to 24 ° w £fl 1 PI 24"w x 14"d x 24"L r J under filled cells I under girder bearing. I O O O IEIEI I I I I ITI O E E 0 L— ---—————————————- Rear Patio —/Slab to I be flush with bottom of FI I sliding door recess. Slope 1/2" l I 1 �- I It I I �- 17. of FI IC H B I o Vanity to be I'cn"34 Y,"high 4" concrete slab with fibermesh OR O L"x6" 410/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill I IF I of I� i IF- o I' I � ' �- I Ir I 1 1� A/C °F—--------w.H. I I #I I 4"4 Steel Ballard I 1 filled w/ Concrete F5 qo I l�F4 I <1 1 L I E? � I I FI E +- I I F I I 0 I C a Uo o 1 \ I —FI --- _r_-----[ °O c " r-r-r IFS uu� W I = O O O OC x o F I I O L — `'— recess for — — — — JO F4 1 F4 r 00 00 Garage Door OO 00 — — — — " 12" x 12" concrete column block fills with concrete and (2) #7 bars vert. ti into Imtels above 36'-O" iv I ci Ln in FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS M8"D 14"D urb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-0" Braden it Braden AlAt P,4 Wynne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects 411 — Planners S.E. Coconut Avenue � GARAGE Orawn by: / I BLEFT Tel (112) 281-8258 Fax (112) 281-8283 Spanish Lakes Cliecked by: E-mail: bradenaiaOcomcast. net St. Lucie County Florida f �.R.g. OF 5 Stuart. FL 34994 UAAC000032 _N ao Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel n Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3, Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kell Area Edge Field Fastener Pressure Zone I ( 6 8d ring shank 95 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a b" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres ure for sfor roof stated in permit info box on these plans zone 3 Verify with Plan Concrete / Lintel 12"x 12" ilumn Block Provide Cast -Crete = T� .,Y ,- - SUB-OB/OT precast - - - lintel set in mortar _ -: - Min. 8" Bearing -- a Provide PT Buck attached per Jamb stalls into filled c 4" Pre -cast Sill Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockipp to vertleg of true* with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod eat min. 12" into wet beam and (22) IOd nails into truss Co cre[e Anchors Per Poured Concrete or / Ma ufacturera Specs concrete block mail ' J ,I/4"Max. Poured Concrete or I concrete block wall Rebar 48 Bar Dla\ TRUSS BLOCKING DETAIL Concrete Anchors Per MIn. Overlap 2• Manufacturers specs Column t0 LInt&l Attdcilment AT GIRDER STRAPPING AT Mounted Shutter Det AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Ttgpe 2 felt paper using 8d nails. Substrate to be 19/ 32 CDX Plywood nailed 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 #II4,51.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c- max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet Aluminum Panel I 1 Sizes per manufacturer I 2i.• 2/a. See Tuaical stud Detail I I � I v 1/8" x 3/32" Wing Nut w/ I a appropriate masher and spacing I o `u per manuracturer's Details 013" 2= I s c I c c -'�'#1 Rebar Additional Precast Lintel 45 bars Lintel Bar Clear u A u B ..:' .T°;; Length Length Span Bars Bars r' .I 7 CLEAR 2'-10" 2'-8" 2,#3 none i .`i1 ''' ., ' 1 I 1 i 3'-4" 2'-2" 2,43 none 8F )-OBAT eF8-IB/IT 81"8-6/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none .. 95 bars •• T ..: CLEAR �'.i "':f 4'6" 4'-4" 3'-2" 2.23 none _ `?One Row of Ohl", * lock Above 5'-4" 5'-2" 4'-O" 2,43 none Precast Lintel 5'-8" 4'-L" 2,94 none Is5'-10" :`: ' '"'' "'• Additional `"`' L'-L" 6'-4" 5'-4" 2,44 none tt5 bars 2 u5 none BFIL-IB/IT 8Fl6-IB/2T 1'-10" 7'-0" 2,95 none NOTES: I. min. coverage of steel=l.5" 2- min. bearing required 9 on. end=8" ALL reinforcing steel is grade LO. 3. standard for remf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crate Specification Rows of "H" Block Above " " Bottom Steel Size Top steel size Max. Gravdg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8111 I #5 3069 1569 1024 L31 2'-L" 2'-8" 3'-1" 4'-O" 8F8-OB/IT I #5 2561 13L3 11.3 L45 4'-5' 5'-10" 8F8-OB/IT I #5 1 1105 909 334 L50 5'-0" L'-L" BPS-OB/IT I #5 1 1238 835 121 LLO 6'-8" T-0 8F8-OBAT 1 #5 1011 121 534 LBO W-O" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 1 512 L90 9'-0" 10'-L" 8P6-I15/2T 1 #5 2 45 643 530 401 L90B 9'-0" 10'-4" BFI6-IS/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0' II'-4" BPS-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFIL-IS/2T ONE I 1 #5 2 #5 1346 1028 452 L120 IT-0" 13'-4" 8F8-IB/2T 1 #5 2 #5 1 411 428 324 L120B IT -On W-4" 8FlL-I8/2T ONE I #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 81"'16-6/2T ONE 1 #5 2 #5 1250 409 259 L160 IL'-0" IT-4" 8F8-I8/2T 1 45 2 #5 300 192 194 LILOB IL'-O" IT-4" BFIL-I113/2T ONE 1 #5 2 tt5 1 50 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ! 24" o.c.) supporting Max. 18101ba. u lift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Aluminum Drip Edge t Fascia IN 1/2" think stucco on 3/8" hi —rib lath 12" attached to horizontal and vertical wood 11 framing with nmis or staples to provide 2" x L" Sub -Easel no less than 1-3/4' penetration into horizontal wood framing and 3/4" penetration into vertical wood framing memhers Kaycan full o vent vingl soffit installed using 1/8" dia shank x 15" long galv. rooting nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured x 12" concrete column stucco on typical concrete block construction block block filled with concrete and (2) #1 bars vert. tied Varies — see plan into lintels above #5 bar Vert. w/ thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one 95 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of Tooter IL" below finished floor Step per foundation plan =' _ I I -III -III I -IIII-IIII-III ' Slope per foundation plan S \ I I I I-1 I I I -II I I -I I l i-II I I � IIII IIII--IIIIIIIIIIII-IIII- =1 -1 I I I .. ,III 111 � 1 I � IIII-IIII=.IIII=11 i �3 T Stud Detall Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using 12) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) rn to L Brace Gable end with 2" x 4" SYI 8ft back nailed t of top chords usn nails at each true " \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish q Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furrrng strips at 14" o.c. with R, fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 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 docking to on this sheet I ( 24" o.c.) C-H—E-TA 20 1810 supporting Max. lbs. upllft ry LLO LIO LI00 BI BI BI O � CD W W 1 L90 ty O O (V , Q F_ 0 W tu I 12 I B1 L45 -41 SLOPE I � L 12" O[ BI I I I I �E 2 LOP 4 I Q d BI N =3 a3 I I E I w N L rw— O Ix L31 BI d) L6 /BL 5 I I 00 OD O r ty Q Gulf Coast Supplu and MFG 5v Cnm Metal roof, F #11491.12 w W wood screws with self sealing washer at 12" c.c. max s cing over ASTM D x 10 (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end �' T tabs fastened with corrosion resistant tin caps and with 1.25" ring shank nails eck to trusses using attachment �wudetai on this sheet I is Q34� ,..i L 4- 11_I L o N ui kJ F o m W I m dO x 54" tti A 4 SLOPE I Atwithlight� 1 1 N U N 42 min. bottom 1 I 8'-O" MAX. U T ) ppo ed 1 P IN I I BI o ig (2) IOd O (2) RU SE I I Z FJ ; 12, 1 p I L31 BI 1 m I 1 I I I I I I I I I BI L415 BI N BI " Q BI m H W ul o mps H TA O o T BI O rrica e all, hor tech t to ( 2 ' o.c sup ortir Ma . Bi 181C lbs. upllflI cAI IL40B Ell LL IO Lf28 N W T n L Q+i W I— E W U� LU N Z rn z I— L W �v I ul LL � O UT FIII cell with concrete and O O (D #5 bar vert. (typical). " spacing otheshall rwise noted Wood see foundation plan exceed 48unlessnotes for — OVERHANGS AT i'—O" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VXL" #10/10 WWM on L and Visclueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. y ,I IIII IIII ;,,IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY I I I I I I=1I I =1�I"I I I I I I [cal sectlon at Front fi orch Scale : 1/2" Braden t Braden AIA, PEA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart, FL 34996 #AAC000032 TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 116nne Building Corp. MODEL: Dnte Drawn : Revisions : Sheet Comm # 6-9-11 GARAGE raven Drawn THE STERLING LEFT c.c.u. Spanish Lakes Checked bg: St. Lucie Countg Florida ED. R.g_ OF 5 PANEL "A" circ# Description Wire Load BR lodes 2 AHU #10 3.5 kw 30 2 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 3 5 4 6 Range 2 30 4.5 kw ttl0 40 al. water HTR 9 #6 12.0 kw 50 2 7 8 I 20 1.8 kw tt12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 I 20 1.5 kw #12 Microwave IS It. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts 412 20 1 1 20 1.6 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 #12 20 1 I 20 1A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI $12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting 412M20 I 1 20 #12 Bathroom GPI 39 40 General Lighting #12 I spare 41 42 spare PANEL °A" LOAD CALCULATION SHEET Load Description Qt - Watts Total(Watts) General .Lighting. _(3. ,watts sq. ,ft.) Small, ,Appliance. Circult(s).. .... Ran9e......................................................... Refrigerator. .................................................. Microwave ...... .................................................... Dh Washer ............. ...is................................................. 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 i 1,200 1.200 1,200 1,200 6,000 5,000 1 .1,500 .1,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% I 10,000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 065% 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg voltage = Total Amps 129.03 Panel Size Required = 1150 Amps EleCtrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed 1 Fe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E) F Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4E10 Flood Light TO Thermostat c�;:i Electrical Panel © Central Vac g Electrical Meter Qs Smoke Detector M Ceiling Fan © Television Jack Telephone Jack A D c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑i Intercom J 149 CFM IOxIOx6 PATIO/SLAB MAST R BEDRO M GRE,T ROOM 149 CFm IOxioxf 12xI2xIO B/A `� 208 C nter Registers CFM or? ceiling fan 208 CFM `yt _ _ _ `� loxlox I 10xlOxl 12x1A ° B/A ---- H.B. 9 CF I I x4x4 aaa E I I I - - - -J 12 I I 8x4x4 54 FM Vent_thcu_-_ _ _ _ ��! � . � I DINING Soffit � AT}� ��1 I ROOM °���;. ° i IN I - - - - - - - - iL d 21 FM IL2 CFM 12xGxl ° u 10 xb ° H.B. 14 201x20 15 CFM Vent thrU / f it I no I LCe(i�i A T I -I .�70i O O T I A/C W.H. I I I I --- --- #1 I w, I I I A with h light Access = I d\' 146 CFM IOxLx6 150 L---B -J Am p -�-Y 8e ` Meter Panel cF SECOND GARAGE �1 BEDROOM I 12x12x8 -1 B/A r----------------- i I I I I I I I I I I I I I I I I I I 1 I I I F� = JUNCTION BOX TO SUPPORT A FAN � E C � � � I C � L L � � O � T O = THERMOSTAT LOCATION B/A = BALANCED AiR Electric Notes: SCALE: I/�" = I'-O" I. Use copper wire only, no aluminum. I1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility S. AFCi receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMlL02 19. The electrical system shall be completely and effectively 10. A/C Refricierant, lines that are run thru slabs must be sleeved in PVC grounded as required by the latest edition of the N.E.C. II. 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14, All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 1L Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal i_MT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 COVERED PORCH A/C disc. 150 42/0 Aluminum feed AMP I i/2' Conduit � MCB PANEL AHU 2" PVC If FPL M TE 2" rigid service PPL to tt5#cont prrebari in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install Quiet under disc.�`/" �Ul not shown or (2clarity ELEC7<IC,4L F_= N Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34994 #AAC00003:' PATIO/SLAB SCALE: 1/-f" = I'-0" Attic Venting Calculations FBC 2309,7 Total Attic Space = 212-4 sq. ft. Venting Ratio VISO = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit W6nne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida MODEL: GARAGE LEFT Post Light with ,,-V ` Photo cell I )ate Drawn : Revisions 5-9-I1 Drawn bg: = .U. (:hecked bg: D.R.B. Sheet E - 1 OF 5 Exhaust Di �Thru Sof Wire For Front Post Light Comm # tc t t I�-300