Loading...
HomeMy WebLinkAboutBuilding Plan� i` 12 4 1 SLOPE 8'-1" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C' 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 oJI 5/8" thick light textured K:3. stucco on typical concrete block construction 0'-0" = Finished Floor 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 111651.12 2G 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 G" end laps fastened with corrosion resistant tin caps and with I. " ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut 3 tors finished stucco bands 3 RIGHT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands IRVM�f_�C�]�M►L'[WSi- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL5U2 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.cr at all laps and two staggered rows 12" o c. in field. Attach deck to trusses using attachment detail on this sheet O thick light textured stucco on typical concrete block construction REAR ELEVATiC overhangs at i'-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. 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 ,y e NOA/FL NUMBER product Model # Manufacturer Glass3T Attachment method Date ation t Design Pressure of Approved Teats �1 1,2,3 $ FL# I1499 2 Single Hung Series 185 MI Windows and doors x cone WW mirrl1 pnsiLetion at max om each corner end L o.c. therearter through PT Buck into -'a filled CMU wall maintaining min 2.5. edge distance in strict adherence to the product approval. ± LO psf A 16-0330.02 Overhead Garage Door Model 824/e11 9'-4" max. width G'-o" max height DAB rim. x on to concreteblackSaltmchs c us U e6 bar vent. using 3/9' x L' Hilt, HLC bk sys ars et 6' a.c. ith 1.26' din, ueshers with min. 9" edge distance. Install track to buck wu i1�551L"Idge6/s. fullthread logs"tart'tiy ed1a" Vc1`iduRmepprwel reside 1/1G' an rqller dwi 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Des nPro/ Smooth Pro Jeld-Wen Elea 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 1.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass g Door Series 420 Mi Windows and doors dia. x ayeona w ni soar alien at max. fr/111"each corner and Il o.c. all chile row tkierea�ter through PT Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approve. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Eapul -ation Date Design Pressure of Approved Tests Mullions FL# 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 thin using (4) #10 x 1.25" self topping screws per clip as shown in product approval. + 118.9 PSF_ Roof FLU 11651_I2 5Y Crimp Metal Roofin g Gulf Coast Supply and manufacturing 21ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max solacing over ASTM D (tgpe 2) 30 fib felt underiayment Installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment data, an roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Mo Model T4 12" Vented Mo I Soffit y Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0.1 dia. x 1.5" long ring shank nails with /dia. head +55.0/-35.0 PSF Hurricane Panels Flu 1501L.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 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45,O PSF Ll-have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 4 SCALE: 1/4" = 1'-0" 12 17 P �{ 12" H. Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supple} and MFG 5v Crimp Metal roofing FL 4111,51.12 2( ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.cmax spacing over ASTM D (type 2) 30 lb 'elt underlayment installed iuith min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 2" 8'-1" T.O.B. H. 2 O °® 5/8" thick x 8"w cut coral finished stucco bands R = Finished Floor Lik Finish Columns with / 6/8" thick light textured as 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board , 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts Braden it Braden AIA, FA Wynne Building Corp. Architects - Planners CTL 411 S.E. Coconut Avenue T H Tel (112) 281-8268 S IN Fax (712) 281-8283 Spanish Lakes E-mail: bradenaia comcast. net St. Lucie County Florida Stuart. FL 34996 UAAC000032 TERN117, E TREATN'i":F'T REQUIRED i i Chi':.. 1 il. n1Yi. �f1u I �iARE 'rg5tl; �3i.4rrgt°+r�� gf�. P "�:�irf�'�CStIT) yWVi;r< Hit JA�'BJECT 7O AiWF NEC.E zip "gg 'fir>:. TO` . . 8'-1" T.O.B. 0'-0" = Finished Floor 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in fl d and edges with IOd ring shank galvanized narli nto truss webbing. SLOPE 14 II -I ICI -I I-0I 13- II I, 1�-1 ITV ICI il�li SCALE: Vel" = 1'-0" --- 6/8" thick x 8"w out coral finished stucco bait -0'-4" A.F.F. 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: II Wind Velocity: 10 mph ultimate Mean Roof Height: 1l'-0" Roof Pitch: 4:12 16no, Internal Pressure Coerficent: ±0_I8 Subjectabdity to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3`4" Wind Speed: I45 mph ultimate Wind Exposure Classification: CToO� 212 PITCFI Adjustment factor for Exposure Height, 1.21 x 0.4 = 0.12LASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.4DL+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.(./-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components ( Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ``((es = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detail Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5_ oaf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: MODEL: Date Drawn Revisions 5-9-11 GARAGE E)rawn by: RIGHT C,_C.U. Checked by: L).R.S. Sheet i . OF 5 Comm # 1, _301 FLOOR FLAN CRASH POST DETA1 TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into slab (3/e"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6„ a minimum 1,400 P.S.I. fiber Stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ''" 1 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 (o. Drywall at ceilings shall be leveled and attached to bottom chord 4' f t sses w0 with screws per FBC R102.3.5. 2/' 0 ru Drywall Thickness _ Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular-ringed or 5d cooler nail �2 OR Walls Either I6" g' IG" 0.080" dia. x 15/8" long with 15/64" head Direction OR Gypsum board nail 0.08C dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 12° 13ga 15/8'OlRong with 19/64" head 0.098" diameter x 1 3/8" long ri annular -ringed or 6d cooler nail OR 0.092" dia. x 1 1/8" long with 1/4" head Walls Either16" I6 Direction OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 311C tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" 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 4108.6, 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 CII18 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 accompanyinn smoke E 8-4.developed index not to exceed 450 when tested in accordance withh AA Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 x I.5" 26 ga. 5v crimp metal roofing attached to plywood deck using 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 s aced 4" O.C. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL lelo bs. uplift (shop drawings bg manufacturer) -� \R-30 blown fiberglass Aluminum Drip Edge E Fascia in bottom chord of trusses 1/2" 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 precast lintel filled with concrete and 11) tt5 Kaycan full o vent vinyl soffit installed 1/8" dia shank x 15" long gals. bar cost. for bottom row over openingsroofing using nails with 3/8" dia. head per product approval - see chart sheet ttl 1/2" drywall over I„ x furringg Pi strips at 16' o.c. with R4.1 -roil nsulatior on typical 8" Block walls - All drywall to be installed per FBC R102.3.1 5/8" thick li ht textured g and shall meet all pertainingASTM codes. stucco on typical concrete b Mortar to be Type "M" only proportioned per FBC R6o1.1 block construction and Mortar Jonts shall comply with FBC RLO1.2.L Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell ( not ex. Mspacing shall not exceed Max.ffltt5 bar g shall 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade r IIII-IIII III ��.f '!. �.x�,e IIII-IIII i1 �-IIII- III IIII-III � I"' IIII 1il lI III - 114" x 14" Concrete footing 14 with (2) 45 bars cont. and 95 TY F i C A L S E C T i O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam 0,1r0 AREA CALCULATIONS Living A/C = 1,.414 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 J1L I I I I 21' VTR Mastery/� J Bath 2. I I gay. I 2" rLr Lev. I 4' 2" VTR JL 3° I 2• 3" 1 Sher. Kit. Sink 1 I Kitchen 2" ' I Lev. i 3" W.C. Bath 42 Sher. 3° C.O. ra septic RLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails a oaf prior to door attachment fixed door sliding door 1 1/2" Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical 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 Jamh Window Schedule Mark Size Rou h Coen. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3 %8" 54%8°x 63%4' Single Hung ZONE 4 2, 6'-2%'x 5'-3 �8" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%8" 54%8"x 54Y8" 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 Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 4Ii4x 83%4' i Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %i' rr: ;w`°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %i' 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 6'-8" Solid Core - Wood - 6-Panel 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L r-v X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet UI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction a 2„ 0'_Q" �" IE Q'_Q" 14'_0n _ �_ 00 0ElEO I ISE O EGRESS O 12" x 12" concrete coiumn block filled °p with concrete and (2) #7 bars vert. tied r Into lintels above Covered Porch 12'-8/D,O O 0 00 O O 00 O 00 N O ° © MASTER I BEDROOM ) $'-Q" to 9'-8" A.F.F. ui V suit d Ceiling 8'-0" A.F.F. `r H. m a Flat Ceding a`n Cz�2E,4T � y00M o I N ° I Rod I Shelf anity to be H.B. w I /2„high m 1 �I o I � N 8'-0" to 9'8" .a{.F.F. 2" x 6" knee -wall o °D � o Vaulted Celirr below counter top W I O M rr L SET DINfNG 1 Is, LINEN ROOM �� 8 Rod Shelf � ABINET a�R` O O Q w g /� I / / BAT s O O Vanity to be w 34 /2"iligi ° Q 3 9 Y4 �� (41") a I 13'-O /4" O N High Wall O K1�// ITCHENa in Vent I rger N_ throug wall I - ZTve�iang 8'-0" A.F.F. ° Flat Ceding o Upper cabinets to extend over Ref. iv iv I 2° FIIIerN to BATH I Re; Qen e 3 - - rc v y4 - open 9 4a� O ° Rod 4 ShelfCA kj N-II Bat a InsulaUan 4"� Steel Ballard �+ A / 1*1 O l I $ See detail on this sheet N O p oc I�„ n 22" x 54" Provide auto Attic Access I closer Q a Q With light 8'-0" A.F.F. Z _ _ 22" L _ - - - W U c Flat Ceiling E 150 mp Pan I Meter Ln SECOND © ° CI, BEDROOM E ERGEN Y �' GARAGE GRESS E)EI IMT I QE 8'-4" A.F.F. O LE Flat Ceiling 0 N EGRESS r-----------------� o if Vgarage OO O O OQ _ I Block wall in to be - i struck block 3'-I" O O_ I i O_ C V ER D I 1 12" x 12" concrete column block filled with concrete arid (2) tFl bars vert. tied F ORC Ln into lintels above I I :W 6" 12'-6" 7- 2i I 4A i I i � Oo ❑° Oo ❑° 2 8" 2' 8" 3'-4" 5'-4" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at .lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT 1"x4" P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net Stuart. FL 34994 UAAC000032 NTS W(gnne Building Corp. THE STERLiN Spanish Lakes St. Lucie County Florida Attach buck to block wall with 1/4" dia. Elco conic 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 cries in m INSTALL VULKEM BLOCK SEALANT 78 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 Detail at Door prior to door attachment INSTALLATION NTS MODEL: Date Drawn Revisions Sheet Comm 4 5-9-11 GARAGE Drawn by: RIGHT C_.C.U. 2. Checked Zp ReB by. OF 5 2 3 4 E ER TRUCTURAL MOTES_: ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY, IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALLBEAMSMIN. 3000 PSI L3000 AT SHALL BE PSI OR 4,000 FBI GROUT POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 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. 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 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. 116. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN), PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IZ F0 ND;4T10N F L;4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 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 I #5 bar vert. at 48" O.C. Max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openings from io -O" to and Provide (3) filled cells on each side of openings from 10'-O" and Up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A-I6 and A-35 SpeclflcatlOnS. 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. #6 bar vert. w/ Thicken edge to 8'1 30" overlap SEE TYPICAL with concrete and at each flied cell /SECTIONS one 45 bar continuous 4" concrete slab with fibermesh OR GRADE 0x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill °D m Grade I— 1 = III I�14"w x Mild concrete monolithic footing with (2) 95 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 611x6,, gl0/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan \.� .. 101,_i (2) 95 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE /1" = I -U 12" x 12" concrete column block filled with concrete and (2) U-I bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished flo Ir104 — p _ 30" le COLUMN FOOTiNI 30 x30 xI6 concrete column footing with (4) 45 bars each way DETAIL SCALE 1/2" a 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 is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic plping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6 xb" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ G '_ TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill —n" 5 i= i lllil4"w x 14"d concrete monolithic footing with (2) 45 bars tort. 14" ARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x C anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. a V 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 45 From Footing To Beam Each. Cone. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS all 2" O'-O" IT' - ° ° — — — — — — _ — — — — 00 O O _i_1_i_ _ _1.1_:_ _ 00 00 FI I 00 �i - - Rear Patio/Slab I I r I LU to be poured separate I (F4 [L from the house slab. 12'E3 a E 'y 4 Thicken footing to cn n 24"w x 14"d x 24"L FI L , under filled cells - under girder bearing. ffi00 O OI I 1 0E 11oll 10E I N I r — — Rear Patio/Slab to I be flush with bottom of FI sliding door recess. I w U ° I Slope 1/2" I OD — U _� I �c­ I II I oI I I f EI FI IE I ° Vanit to be I g � ° %high H.B. 4 concrete slab with fibermesh OR 34 E I 6"x6" 410/10 WWM on 6 mil Visqueen over �1 clean compacted termite treated fill7 E FI I I I EI to f- I EI 1E I I ° Will 0 FI I ® O aL I r W _— 1 I 4"4 Steel Ballard illed w/ Concrete ®fI QI�I�I I 0 1E #I r I mr 1 -- I I vNr I FI I go] �LLN _U" o. 1 I E I I I .�>- I I FI I I E`` r I boa I m\ I u! I N I � - �� ry E 1 a��� � 1E r r- / E � I E 00 U EO U ETDE E EO I LLI _t _ W O I x O 0 CIL I I Ulf 6 p4 IF Recess for �' — _J E 0 — — — °° I EO 0E Garage Door 00 DO — a Y �/ 12" x 12" concrete column block filled wr h concrete and (2) 47 bars vert. tied into lintels above 5'-4" FOOTING 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) 45 BARS CONTINUOUS a 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 Fb 14"W With x 14"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 0 0'-0" Braden t Braden AIA, PA Wgirne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm Architects 411 - Planners S.E. Coconut Avenue7�ttttilE C� `-' �I G ' ` GARAGE RIGHT 5-9-1-1 Orawn by: Tel : (112) 281-8258 1--C.U. Fax (112) 281-8283 Spanish Lakes Checked b y E-mail: bradenaia9comcast.net St. Lucie County Florida IC.R.®. OF 5 Stuart i=1 "A4991., itAAC000032 Lyi 4.s•.'r•', y R00F SHEETiNG ATTACHMENT DETAIL 1. 2. I linimum Ivcul JILC — Minimum Screw Size UU ring = 48 x a,luilh \nllrl. (+•'• "• �• 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated 3 in permit info box on these plans for zone Ke Area Edge Field Fastener Pressure Zone I 6" 6° 8d ring shank 'f5 psf Zone 2 4" C 8d ringshank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #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 to Verlfy with Plan Rebar Lintel 12"x 12" Column Block Rebar 48 Bar Dia. `tin. Overlap Attachment Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel Provide Cast -Crete =„✓: 81.18-015/07 precast - - lintel set in mortar _ Min. Be Bearing -- --- --- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck :ached per iamb ails into filled ci 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Scale: 1/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockingq 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 sort min. 12" into wet beam and (22) IOd nails into truss 3LOC<ING DETAIL )ER STRAPPING TER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of -� BEAM C I I u I I L ASTM D Type to be I9/32' 2 felt paper using 8t nails. Substrate CDX Plywood nailed at 6" o.c. in field f I I J j- and edges with IOd ring shank nails into studs. ark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11161.12 Two rows of beam block filled with concrete and 1 #5 bar 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 Bl continuous in each row. Hook Vert, bar over top bar with v (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end c5 90° bend bar with a 10° min, la at bar. p p 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 Additional Precast Lintel Lintel Bar Clear "A" "B" bars #5 CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,#3 none rF,i `----'----'' r`----' 3'-6" 3'-4" 2'-2" 2,tt3 none or8-OBAT eFe-IB/IT 8F8-I15/2T Additional 4'-0" 3'-0" 2'-8" 2,#3 none #5 bars CLEAR ,'�i 4'-4" 3'-2" 2,43 none ne Ras of "H",i;+: r•;: Block Above 5'-V 5'-2" 4'-0" 2#3 none 5'-8" 4'-6" 2,#4 none Precast Lintel r >';��-.c-"y i ii ;''• v='r.-..�: r 6'-6" 6-4.1 5'-4" 2,#4 none r Additional r #5 bars -6" 1'-O" 6'-2" 2,#5 none 8FI6-IB/IT 8FI6-IB/2T 8'-4" 7'-10" 1'-0" 2,95 none NOTES: I. min. coverage of steel=l.5" 2. min. bearing required a ea. and=8" ALL reinforcing steel is grade X. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top steel Sze Max. Gravlty Load TLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-6" 8F8-013IT I #5 1 3049 1569 1024 L31 2'-6" 2'-8" 3'-1" 4'-0" SF8-05/IT I #5 2561 1363 -163 L45 4'-5" 5'-10' 8F8-OBAT I #5 1105 909 339 L50 5'-0" C-6" 8F8-OB/IT 1 #5 1238 835 '121 L40 6°-8" 1'-6' 8F8-OBAT 1 #5 1011 121 534 L80 8'-0' 9'-4" 8F8-IB/2T I #5 2 45 752 591 512 L90 9'-0' 10'-6" 8F8-IB/2T I 95 2 #5 L43 530 401 L90B 9'-0' 10'-6" 8FI6-8/2T ONE 1 #5 2 #5 1533 1183 401 LIDO 10'-O" II'-9" BFe-IB/2T I #5 2 #5 582 999 452 LIOOB 10'-0" II'-4" Blel B/2T ONE 1 #5 2 #5 1364 1028 452 LI20 12' 0" 13'-4" 8F8-IB/2T I #5 2 #5 411 928 324 L120B 12'-0" 13'-4" 8FI6-I5/2T ONE 1 #5 2 #5 1075 770 329 L140 14'-0" 15'-4" 8112I6-I5/2T ONE 1 #5 2 #5 1250 609 259 L140 16'-O" IT-4" 8P8-IB/2T 1 #5 1 2 45 300 192 194 LI60B 14'-0' IT-4" 8FI6-IB/2T ONE I I #5 1 2 1 #5 1 950 500 194 - 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 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" 2" x 6" Sub-Faal Kagcan full o vent vingl soffit installed uang 1/8" dia shank x 15" long gals. roofing Haile with 3/8° dia. head per product approval - see chart sheet #1 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 #5 bar continuous BEYOND Top of footer 14" below finished floor J 12 4 1/2" thick stw attached to hi framing with na no leas than (- horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web on 3/8' hi -rib lath ntal and vertical wood r staples to provide 4" penetration into ming and 3/4' penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan IIIIII ' IIII lil-1 1=1 1- Poured Cor concrete b Poured Concret concrete block Concrete Manufacture FI Mounted Shutter D ummum Panel zes per manufacturer See Typcal Stud Detail 1/8" x 3/n" wing Nut w/ appropriate washer and apacmg per manufacturer's Details 0: Stud Detail Stud w/ Die Cast Zinc NTe Nickel Plated wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss U) W L L Q U (L 1LI�E !-F 1 <1 UJ o ,n zm O 0cl�5 Q W I � w � U l °- o � N Brace Gable end with 2" x 4" SYP 42 min. 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 ) "\R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish 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 furringg strips at 14" O.C. with R4.1 fl-foll --insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 - and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned _per FBC R601.1 and Mortar joints shall comp g with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss i leg per detail on this sheet 1 10 Ek9oilliqq1I MAI _59- 61 IN NOWN FAA FARAN VOW510 W! MWAAAM V VIA IWINA all FAN 10 1 NA FBI El Fill cell with concrete and 0 0 L %\ l �l (U #5 Max.ppbar Vert. (typicaU. A not 48" unlessnothearwise noted exceed Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with fibermesh OR CxV #10/10 WWM on 6 mil 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 i . —IIII lii ii.. II I I T l l l l l l i..IIIIIIII=IIII=III ��I I I I I � l i- FI F3 T�plcal Section at Front Fora s ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FnFDM RnARn SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm It Architects — Planners 411 S.E. Coconut Avenue THE STERLING GARAGE RIGHT 8-9-1-1 (drawn bw Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes Checked bg: E—mail: bradenaia comcast.net St. Lucie County Florida ID.R.B. OF S Stuart. FL 34996 #AAC000032 W PANEL "Ai' circ# circ# Description �Wve Load BR Poles. 1 2 AHU #lo 3.5 kw 30 2 3 4 5 6 Range #6 12.0 kw 50 2 Poles BR Load Wve Description 2 40 'LO kw #8 A/C camp 2 30 4.5 kw #Ip 40 al. water HTR g l e I 20 1.8 kw ttl2 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 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 .4 kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 21 28 Recepts #12 20 1 I 20 412 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepta 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 I 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 I 1 20 912 Smoke Detectors 3l 38 General Lighting U12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 1 8 are 1 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General. Lighting _(3_ .watts sg.. ftJ . . . ........... . ... Small. Appliance, Circuit(s).. .... , , . .. .............. Range ... .. ... , .......... .Refrigerator. . .............. .. .............. I ............... 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 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 10,000 10,000 Remainder 2.1,415 ®40% f-111 0 10,944 Electric Heat or A/C 10,000 045% 10,000 10,000 Calculated Load Watts 30,944 V olta e 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical SUMbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed 1 Pe Push Button Switch Exhaust Fan Duplex Outlet AA Y Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E) F Waterproof ground fault circuit a ILight with Pull Chain (attic) 0 Floor Duplex Outlet © I Computer Connection Jack Fc-m-1 Carbon Monoxide Detector �2 Flood Light Q Thermostat ® Electrical Panel © Central Vac g Electrical Meter Q Smoke Detector M Ceiling fan © Television Jack ® Telephone Jack Disconnect ® 1 x 4 Florescent Light *D[ScA/C 2 x 4 Florescent Light Speaker Hook -Up Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WF/GFi protected. 1. Recessed cans to be installed per NFFA requirements. 8. AFCi receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 Io, A/C Refricierant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public hability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of Ing other phase of Installation that mag have been damaged. H.B. Vent _thru_ SofFlt _ M-C��ANICAL L,4YOUT SCALE: 1/4" = 1'-0" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18, All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitg and telephone company. 19. The electrical system shall be completelg and effectiveig grounded as required bg the latestiea-s 20. All material shall be new and shall aF�arrdisP labels where applicable. 2L All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EM r conduit. 25. Dryer Vents to be installed per FBC RM1502 Soffit A/C disc. 150 #2/0 Aluminum feed AMP I i/2' Conduit � MCB PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Baps#conipPebawire 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 Braden t Braden AIA, PA{ Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 349% #AAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ELECTRICAL PLAN U v m X_ w o v >L Wynne Building Corp. THE STERLI\1 Spanish Lakes St. Lucie County Florida Poat Light with I Photo call Exhaust Duc Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for claritg 0 <r SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Dato Drawn : Revisions Sheet Comm # 1 GARAGE Drawn RIGHT C.C.U. . I�-30i Chocked bg: D.R.B. OF 5