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HomeMy WebLinkAboutPLANSFJECFIVED MAR 18 201E PER.IAITTING St. Lucie County, FL 12 4 1 SLOPE 8'-I" T.O.B. Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 Ib reit underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 2„ nor 5/8" thick light textured ® ® stucco on typical concrete block construction 2„ 5"8" thick x 8"w cut coral hnished stucco bands LEFT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"W Cut coral finished stucco bands 2" Union Corrugating Co. 26 ga. SV crimp metal roofing FL#, 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 par W - lin ME! ""75/8" thick light textured stucco on typical concrete block construction REAR ELEVATION SCALE: I/4" =1'-0" L= V� T I 0 >\l l� O T� S: Overhangs at 1'-O" unless otherwise noted on Roof Plan - /Roof pitch at 4.12 unless otherwise noted Union Corrugating Co. 26 ga. 5V crimp metal roofing - rtnlg, changes to this plan Shall be submitted to the architect FLU: 1211A Attach roofing to deck using #9 x 1.5" for approval in writing prior t0 Startle construction. wood screws with washer Per Approval over 30 lb felt p p g underlayment installed with min. 4" side laps - Return \ L L Stucco Bands into UJ i n d O w or Door. and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf \ 12 SLOPE 4 12 SLOPE 4 12" Finish Columns With 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" bo3 - 03q ( wood screws with washer Per Approval over 30 lb felt ST. L, Tvr rotrvTv ,Ta DING nMSION underlayment installed with min. 4' side RE,W'ED FOR CO N ' and 6" end laps fastened with corrosion l Fla KAI``6AND ALL PROPOSE) W0�t1C caps with 1 1/4" ring shank nails spaced4 9 REVI£WE Y at all laps and two stagggered rows 12' QgCTTOANYCORRECTIONS DATE Roof deck to be 19/32' COX plywood'RE®BYFlELDINSPECTORSTHAT PLANS AND PER, T STBEKEPTONJOB trusses with Sd x 2.5" long ring shank setpegEs OR NO LNSPECTION WILL BE ALu,DE. attachment detail on roof plan °W! A^l'INORDERT03 Max allowable uplift = 85.8 psf COIIIIPLYWETHALL. APPLIGABLECODES." 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 8'-I" T.O.B.IRPT H. 12° 5/8" thick x 8"u cut 2 H. coral finished stucco bands H' a®� ®®® ■ „ O 3 3 5/8 thick x 8 w cut coral finished stucco bands �5/8" thick light textured ®®® stucco on typical concrete - - - - - blo_k construction - _____________________ o'-o"= Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit `1/2" drywall ceiling on truss bottom cord 2" x 4" top plate Opening Schedule Swing Doors, overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method EBsplration Design Pressure of Approved Tests Type NUMBER Date 1,2,3 FLU 11499.2 Single Hung Series 185 f11 Windows doors 3/IC as, Tapcona w/ min. 1 1/4' penetration at 6' max. from each corner and 19' o.c. thereafter thru PT Buck +41.2/-60.0 psf t4 and into filled CMU wall MANUFACTURES LASIES SHOWING ACTORS AND SHGC COMPUANCE Overhead Model 824 DAB Install track to buck per product approval and per manufacturer's recomendations. +50.0/-60.0 per", A FLU 15311.8 Garage Door 9'-4" max. width I6'-0" max height Attach Buck to wall us 3/8' x 6' anchor bolts At Is" o.c. ITH FBC ENERGY CODE MUST I/2" drywall on smooth Wood grain Plaspro/Nanya Eico 1/4' dia. tapcon with min 1.25' embedment at L' max from corners and 14 o.c. thereafter in iambs. R + 45.0 PSF N ON ALL DOORS AND WINDOWS LINSPECTIONSAREAPPROVED 2" x 4" studs at 16" O.C. B FLU 15221.1 Fiberglass 9 series o fiberglass Plastics Corp. Pressure based on SCHLAGE hardware. - C FLU 15332.2 Sliding Glass Series 420 MI Windows doors 3/I6' da. Tapcona w/ min. 1 1/4' penetration at 6" max. frog each corner and 19' o.c. thereafter thru PT Buck + 40.0 PSF _ Door and into solid Illed CMU wall Product NOA/FL Model # Manufacturer Attachment Method Eassration Day Design Pressure of Approved Tests NUMBER 5144 Mi Windows For CMU use (4) 3/I6" dia. to cons with min I I/4" penetration with anchors locate per product approval drawings. + 44.2 PSF Mullions FLU 15353.2 vertical mullion and doors MFG r0 PROVIDE REBAR iN MULL - 2" x 4 F.T.bottom plate base -board � Roof FLU 1211.4 5V Crimp Union Corrugating Cc union Corrugating Co 26 ga. 5v crimp metal roofing attached to deck using s9 x i.i' wood screw with washer per approval over Titanium uDL 25plus FIELD: -85.8 PSF Metal ROOring underlagmnt installed with min. 4" wde laps and L end laps fastened with corrowa resistant tin caps and with 1.25 rmg shank nails ?aced 6" o.c. at all Edge and Perimeter: INSTALLATION aps one two sta gered rows 12 o.c. in field. Attached deck per sheeting detail -113.1 PSF 4 concrete slab with fibermesh OR METHOD: A -IS attachment on roof plan 6,,XV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Siding Stucco on Block Interior Nor -Bearing Partition nts 12" Full O Vent Installej using any approved anchors as shown in product approval. +55.0/-35.0 PSF to the approval for the use 4-20-16 FG21o�bal Soffit 12-0124.05 can Vinyl Soffit Coof ftrsaitof to strictly adhere product Installe! using any approved anchors as shown in product approval. Braden it Braden AIA, FAFI# Hurricane 24 Gauge tection Cortra:tor to strictig adhere to the product approval for the use +555/-ry20 PSF Panels 15016.2 Storm Panels roucsLLC f s Architects - Planners If R 411 S.E. Coconut Avenue 2 f I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Tel ; (112) 281-8258 Fax : (112) 281-8283 f Snanlsh FRONT ELEVATION SCALE: 1/4" = 1'-0' 2" 3m � 5/8" thick x 8"W cut coral finished stucco bands -O'-4" A.F.F. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILIT'I OF THE CONTRACTOR OF RECORD ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR 1=ROM THAT DATE PER1`17 iNG fNPORMATION (FORM 100) Florida Builang Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Deign is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: W-O" Roof Pitch: 4:12 Internal Pressure Co_eT c eat: ±O-ia Subjectabihig to damage from: Weathering: Negligible Termites: Veru Heavu Width of Rtof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposire Classification: C Adjustment factor for Exposure Height: 1.21 x O.6 = 0.126 ASD design Load Combnation: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+0.6LDL Components( Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous bad Path Provided? es Are Comporents an Cladding Details Provided? Yes Minimum SoilSearing Pressure: 2.5©Opsi, Presumptive: X By Teat: psi This Bwldinc Shall Have the Following: APPROYD SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR Litt_ LOAD: _5 sf FLOOR DEAD LOAD: 1O per JOB =RESS: `eA ITCH 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 FLOOR PLAN CRASH POST DETA1 TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. s I. Contractor to verify ALL notes and dimensions prior to steel high by 4° diameter teel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6,- 4 No dissimilar metals to touch. 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11, Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper 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 Install#d on attic floors shall have a critical radiant I" x 6" P.T. Buck nails flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation block with case hardens materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmer 18. with F.S.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, CI002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.9) Nail sizing options for Instpllation of drywall Into woolJ Framing members 2" x min. thickness Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. of fasteners spacing Nails Screws 2 Ceding Perpendicular 24" 7 12" 13ga 13/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" din. x 1 5/8" long with 15/44 head OR Walls Either Direction 16" 8" 6" x �pg/8'bow h 9/32"Ohead,dm. e Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" bong with 19/64" head OR O.OciS" diameter x 1 3/8" long annular -ringed or bd cooler nail OR 1/' head dia. xx 1 1/8" long with I/4" he OR Walls Either Direction 141, 8' 6" G psdm board nail 0.0916" dia. x 7/8" with 19/64" head. Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gypsun7 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 m 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 accompanylnfiA smo E 84 developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Union Corrugating Co. % ga. 5V crimp metal roofing FLtt: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt 6trigrii aillA ml'h ul WI; I0pi;I and ill* e111d Iaag fasten&d wA eafr6aw F&616talit Ll� caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c, in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10 ) x I rtin Halls F ( 24" o.c.) suppporting Max. 4 18101ba. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kagean full o vent vingl soffit installer using 1/8" dia shank x I S" long galy. roofing nails with 3/8" dia. head per product approval - ace chart sheet #1 5/8" thick light textured stucco on typical concrete block construction tt5 bar vert. w/ 30" overlap - at each filled cell Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips a IL" Q.C. with R4.1 pi -roll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. p Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes For spacing at openings 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 and Visqueen over / clean compacted termite treated fill _ III1111 "'1III 14" x 14" Concrete footing 14" with (2) 95 bars cont. and tt5 TY F f C A L S E C T f C N transverse bars at 48" O.C. Scale : 1/2" = I'-O" 0 0 0 to Masonry Beam / Wade I Head fixed door sliding door 1/2" AREA CALCULATIONS Living A/C = 144L Sq. ft. Front Porch = 1141 Sq. ft. Rear Porch = 200 �q. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JIL I I I I 21' VTR Masterr�� J;L Bath i 2• h ri 2" Lr Lay. �• 2" VTR W.C. JIL 3. I I I Z' 3" % shwr. Kit. sink I I Kitchen 2 I I Lay. 3" W.C. Bath #2 Sher. 3" C.O. Ta Septic RLUIISING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall Bottom Trask Typical Flooring 3i11 Install SGD thru buck into block with 3/I6" tap -con with S i I d 1 r 1) o o r D e t a I l I fopenetration at 6" max. t rom m each corner and 20.." o.c. max At Masc)nry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5 "X 5'-3 /8" 54%8"x 63%;' Single Hung ZONE 4 2, 6'-21/8'x 5'-3 %8' i5" x 63%' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" l%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2i8' S4�s"x 54Ya" Single Hung ZONE 4 ALL Windows to be and mullions per ealuminum windows w/ tint ALL windows to wit ALL windows in batlevatlons. All rough opening chstand pressures in permit Info box on sheet I hrooms to be tempered ooeverified contractor specs priortoconstruction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X '1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 411/4'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %2" ;("r; ;;;�" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" 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 C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 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 ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction O I N Install windows 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 and 20" o.c. max. Exterior face at head and silper product approval of wall -\ / \ Buck to be I" x 4" PT x4" P.T. Buck nailed to block with case hardened nails D e t a i l a t W I n d ow S prior to window attachment Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 281-8283 E-mail: bradenaia°comcast.net Stuart. FL 34994 UAAC000032 NTS w(gnne Building Corp. �2' Grand Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawn ll GARAGE Drawn Drawn by: RIGHT c.C.U. Checked by: D.R.B. Exterior face Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" Q.C. max and 4" max From each corner thru 2" x 6" PT Buck L)etail at L)oor Revisions : crews thru jamb into buck ige and 15" o.c. max and orior to door attachment NTS Sheet Comm # 2. 12 2� T ' OF 5 Mr r J I - STRUCTURAL DOTES.. 2. 3. 4 S. 6 l 0 ALL FOOTING ARE DESIGNED FOR A MINIMIJM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUC K 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 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 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 is. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il. F:0L 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 11:1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 E3E 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. 1. 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 #S 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 6'-O" to 9'-II" 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 3oard Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade �0, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-30-i Steel. mil. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to Vx8" 30" overlap SEE TYPICAL with concrete and at each filled cell �ECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill —IIII III IIII- 14"w x 14"d concrete monolithic „ footing with (2) #5 bars cont. F 14 TYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over Clean compacted termite treated fill #5 bar cont. Step per foundation plan 10" '(2) 45 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) a -I bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor 7777 III III =IIII , :.IIII= I IIIIIIIIIIII �' 30"x30"xl6" concrete T. column footing with (4) —I = 45 bars each way i 11-III _ 30" �j COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" SCALE: 1/4" = 1'-0" Termite F"rotection 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 spacer, boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 4"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 SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xclean0coimp WWM cted on 10emill Visqueen over #5 bar in curb O'-O" 0 F.F. Grade E —i 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" r,ARAr,l= r'uRF= DETAIL SG 2" x 6" PT wood secured with \ 3/8"dia, x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED 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 95 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. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 20'-0" fi---� - I-------- EE oo----_-_-_-=Eo 20 L Er — — L �O C�/ V Filled cell under - girder above Oi i FI I � — I ° Rear Patio/Slab 1�4 —to be poured separate -7 L , I From the house slab. I � Or i0 I 14 food 24"wcx x 24"L a E I under filledcell FI I EE E 1 ° E E EE under girder bearing. Er----- I----- — — ---_J iO I � Rear Patio/Slab to I - a ° I be flush with bottom of �U sliding door recess. Slope 1/2" a°1 I Nu i II I E -i I I �I I I FI I IE o I 32'-8" ° I I H.B. � I 4" concrete slab with fibermesh OR I 6"x6" 910/10 WWM on 6 mil Visqueen over E clean compacted termite treated fill 7 I TERMITE TREATMENT REQUIRED FI o N I IE �- _;I I O i I I o All O of #I FI I I r W—� I 4"0 Steel Ballard ®filled w/ Concrete Jg r I l ?o II I I a E I QJI �I I �o ► E a�U�E E U_ I I I y> I E I I I t- E� I r _J I E� I EE v 3 E IEE I I = r- FIot, ICD EL_-_-J� ° c0 u EE E i E E I "Ito #_ �I o I IL �= v I ° F4 0 x � r I� N P4 r E t — — — — Recess for P5 — E :n °°--------- °° — —— LJOI 00 Garage Door 00 00 F 6'-2" 3'-5" 9'-O" 3'-S1 \12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above FOOTING SCHEDULE Mark sae Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS a 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Braden t Braden AAA, P,4 UJynne Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue 281-8258 ( 2 Grand Car 1 t oh i i GARAGE RIGHT 3-1-14 Drawn by: 3 12 - 2 Tel : (112) e.c.u. . : W.0 Fax (112) 287-8283 E-mail: bradenaia8comcast.net Spanish Lakes Checked by: -8-13 Girder Strapping - Stuart, FL 34994 UAAC000032 St. Lucie Countg Florida D.R.B. OF 5 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" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keq Area Edge Field Fastener Zone I 6" 6" Sd ring shank Zone 2 4" 6" 8d ring shank Zone 3 4" 4" 8d ring shank ** Zone 3a 6" 6" 48 wood screw Max. ressure 45 psf 16 psf 84 psf 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete — 8U8-OB/OT precast - - - - - lintel set in mortar ;.4 ' Min. 8" Bearing - - -,-' - Verify with Plan Concrete 12"x 12" / Lintel F_____1 E Column Block v#� Rebar Rebar 48 Bar Dla. Min. Overlap Column to Lintel A ttac hment_ NTS Additional Precast Lintel u u n #5 bars Lintel Bar Clear A B CLEAR Length Length Span Bars Bars 2'-B" -6" 2,43 none 1 1 1 1 I 1 3'-4"'-2" 2,#3 none BF8-OB/IT 8128-IBAT 8128-6/2T Additional 4'-O" 3'-10" :2'-8" 2,43 none - #5 bars CLEAR� Z"v 2`' 4'-6" 4'-4" 3'-2" 2,43 none ne Row of "H" "•' Block Above -2" 4'-O" 2,#3 none 2,44 none Precast Lintel r V. y none i Additional i i #5 bars i `----. i`----' T-6'-2" 2,45 none BFIL-IBAT 8FIL-IB/2T NOTES: `I'-O" 2,#5 none I. min. coverage of steel=1.5" 2. min. bearing required 5 ea. end=8" ALL remforcirg steel is grade 60. 3. standard For reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit dth Lintel S ecrficetron Rows of "H' Block Above Steel m Siza Steel 51zQ Max. Gravity (PLF) Max. Uplift (PiF) Max. Lateral (PLF) L22 T-2" V-L" 81118-OBAT I #5 3069 IS49 1024 L31 2'-0 2'-B' 4'-O" 81118-OBAT 1 tt5 25LI 130 143 1_45 4'-5" 5'-10" 81"8-OBAT 1 45 1105 909 334 L50 5-O" L'-v are-OBAT 1 #5 1238 835 121 LLO L'-8" T-0 8F8-OB/IT 1 #5 1011 121 534 LBO W-O" T-4' BPS-IB/2T I #5 2 1 #5 152 591 512 L90 T-Oft 10'-6' 8F8-IB/2T I u5 2 #5 1 643 530 1 401 L90B 9'-0' 10'-4' 8FI6-6/21r ONE 1 #5 2 #5 I 1533 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" W-4" 8FIL-IB/2T ONE I u5 2 #5 1366 1028 452 L120 12'-O" 13'-4" 8F8-8/2T 1 #5 2 #5 411 428 324 L12015 12'-O" 1 13'-4" 8FI6-IB/2T ONE 1 #5 2 25 1015 110 324 LI40 14'-O" i5'-4" 8FI6-6/2T ONE 1 #5 2 #5 1250 609 259 LILO IL'-O" ri -4" 8FB-IB/2T 1 #5 2 #5 300 192 194 LILOB IL' -Off n'-4" 8FI6-IB/2T ONE 1 #5 2 #5 950 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'-O" LONG ARE TO BE PRESTRESSED. Provide 45 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck -d per jamb 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 rooter steel. Concrete Footing t' (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = l'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with 10d x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concrete concrete block u luminum Panel zes per manufacturer 1/8" x 3/n" Wing Nut w/ appropriate washer and spacing per manuracturer's Detais \ �At3" Stud Detall Stud w/ Die Cast Zinc 1478 Nickel Plated Wing Nut 3LOCKING DETAIL Flush Mounted Shutter Detail ntS )ER STRAPPING TER E3EARING POINT 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 ASTM D Tggpe 2 felt paper using Bid nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at, laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf impeon HETA 20 or a irricane anchor at each th (10) IOd x 1 1/2" r ( 24" o.c.) supporting 1810lbs. uplift Aluminum Drip _ Edge t Fascia 2" x 6" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer 16" below finished floor Aluminum Drip - Edge I Fascia Flash and Counter flash Nail ledger to L,- _._J •_.. Brace Gable end with 2" x 4" SYP 42 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE—ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (1) 95 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furrin strips at 14" o.c. with R4.1 ?[-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onTy proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) C F an N � X L � ohm W+r+J 4 to 4L n. L _T � N in U U In e U cV L r Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane dnchor at each trU55 5/8" dia. threaded rod with min 12" embedment ( 24" O.C.) supporting Max.nto pp g aX, (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 Ibs. uplift ETA 20 truss leg per detail on this sheet LA r L40 L90 LLO BI BI BI 0 1.910 BI BI J r LLO N I W C I I- 12 77 A/ L —I_ I 2" U >_ I I BI S OF'E �771 W Cam! LL (n L N a—> �U� —C O W 711111 LLI I- E Q 'p. L B I BI L31 2_ 777 z o, o -- -- --_ -- — Union Corru atin Co. 26 a. 5V trim metal roorin wood screws with washer Per pprovgl over 30 lb felt D underlagment installed with min. 4" sids laps N tin caps with 1 1/4" ring shank na Is spat@d 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 CD plywoibd nailed to attachment detail on roof plan Max allowable uplift = 85.8 ps /C r----- BI ##I �� tUc caess I with light L —SLOPE Q — — — — —w ]4 gl I I T u �J' Td V-O" MAX. I with 2" x eft back I ( T S S of top the I I TI I in I I Z 2" L 1 - -g-I - I I I I i I BI L31 I I I m I BI I BI I I I O 131 L45 = w I = Q BI W LSO on urrica ant ET r a 2 each trus to BI ° ° = ( c.) uppo ting ax. tr 1810 bs. u ft liif ll Ell BI BI LIOIO L L9013 to • Fill cell with concrete and � O O F h L j4 j� (U tt5 bar vert. (typicaU. f� Brace Gable end 4" SYP 42 min. nailed to bottom Ards using (2) IOd ails at each truss I Max. spacing shall not exceed unless otherwise noted e foundation plan notes for see un se — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings —'ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab n 6 milFibViesh en 6"x6" #10/10 WWM on 6 mil Vlsqueen 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. — ALL TRUSS TO TRUSS CONNECTIONS BY III l l l l IIIIii- III - TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Fl TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION -[or dt Front Fcrch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, FA Wgnne Building Corp. Date Drawn : Revisions: Sheet Comm 1* Architects - Planners 3-1-14 S.E. Coconut Avenue b 2' G r d n d Carlton f f RIGHT Drawn by: 04' 12 Teell (712) 287-8258 C.C.U. BFax : (��2) 28�-S2S3 Spanish Lakes Checked bg: E-mail: bradenaia9comcast.net St. Lucie Count Florida D.R.B. OF Stuart. FL S4996 UAAC000032 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description glire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU 410 3.5 kw 30 2 3 4 6 2 30 4.5 kw #10 40 gal. we HTR 5 Range #6 12.0 kw 5o 2 � 8 #10 5.0 kw 30 2 1 20 1.8 kw #12 Pump 9 10 Dr er 12 1 20 1.5 kw #12 13 14 Dishwasher 912 1.2 kw 20 1 1 20 1.5 kw 412 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 1-1 18 Recepts #12 20 1 1 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 1A kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 21 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepta #12 20 1 1 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38tGeneral al Lighting 414 15 1 I 20 #12 Bathroom GFI 39 40 Lighting #14 is 1 8 are 41 42 _ PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. ,watts. sq. ft) ......................... Small. Appliance. Circuit(s). . .. . . ..... . ......... , _ . _ Range,,,,,,,, ,,,,,,,,,,,, .................................. Refrigerator .............................................. ... Microwave......... Dish Washer ................................................................. Clothes Washer .................... ................. I........................... Clothes..Dryer................. .............................. Water Heater ................................................. Water Pump ................................................... Garage Door. Opener 1135 3 5,205 2 1,500 3,000 1 1',000 12,000 1 1200 1,200 1 1500 1,500 I 1,200 1,200 I 1,200 1,200 1 5,000 5,000 I ,500 4,500 1 1,800 1,800 I 010 810 Watts Total 31,415 First 10000 Watts 5100% 1 10.000 10,000 Remainder 27,415 1140% 1 0 10.966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,946 Volta e 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Rg#quired = 150 Amps Electrical SImbol Legend rj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed 1 Fa Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Light with Pull Chain (attic) Computer Connection Jack Flood Light Electrical Panel Electrical Meter =E) Waterproof ground fault circuit aFloor Duplex Outlet © F-c-ml Carbon Monoxide Detector Q Thermostat m © Central Vac EE5 ® Smoke Detector M Ceiling fan © Television Jack Telephone Jack 4 � o A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom Electric Notes: H.B. Vent _thru___ SOfflt MECHAN I C/4L L Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors_ 3. Contractor to verlfg location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFi protected. 1. Recessed cans to be Installed per NFPA 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 10. A/C Refrigerant 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 sgstem 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 liabilitg and propertg 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 occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. LAYCUT SCALE: 1/4" = 1'-0" 17. 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 sgstem and provide all the requirements necessarg 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 sgstem shall be completely and effectivelg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. 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 raceways and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 ___Yent_t�iru Soffit 42/0 Aluminum feed 1 %a" Conduit __. 2" PVC ( FP 2" rigid service FPL A/C disc. ISO AMP PANEL #6 co wire cont. rew in 'lab 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 AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia°comcast.net Stuart_ FL 34996 UAAC000032 PATIO/SLAB ,/Covered Porch � MASTER �' BEDROOM I � w.p. GFI \ / V I S' V V I / G R I A T Smoke / Carbon --- R0 M Monoxide Detector Combo I S M I - I ►Evl I LQI SET N II I► i DINING ►► L - ROOM ► G , f� FA --G-1 GFIJL I Q ► KITCHEN J I- Swkg/ CX[ben_ - J Monoxide Detector 1 F1 Hines n /Combo H.B. "`ccc"'/ �3'-2" 3�_�� M 50 M / Exhaust Duct F Thru Soffit GFI PB i\ 1 / \ Wire For Front Post Light p. GFI \�%,QVERED P O_RC l` � I-1 FAINW11 101 Il' 22" x 54" Attie Access I 1 with light L _J � Optional PPI 1510 Amp panel location / Panel Lill chain / _ 9 light 1n attic / 42"h GFl GARAGE Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I ELEC7FiC/4L FL/4N Post Light with I Photo cell alive, v - 01 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall p. GFI Install owlet L nder disc. to rot shown for clarltg A/#IC eter SCALE: 1/4" = I'-0" Attic Venting Calculations 1=5C 2309,1 Total Attic Space = 2124 sq. f t. Venting Ratio VISO = 14.16 sq. ft. required LU(gnne Building Corp. , 2' Grand Carlton f f GARAGE RIGHT Spanish Lakes St. Lucie Countg Florida Provide A Continuous Vented Soffit )ate Drawn 3-1-16 Drawn bg: C.C.U. Checked bg: D.R.B. Revisions : Sheet I Comm # E-I 112-21 OF 5 1 ._w .. A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IA IF MULTIPLE PLY. A n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span 0 degrees Sprea er Bar or less f— 1 �2 —► T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example, your lrvss may not match. nsist crane operator sets truss this way. I. Approx 2/3 to _P �_ Line 1/2 of Span REFER TO BCSI iss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIF2 HAIV1=:>III —ER IVOT1== UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A RANGER Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. as tabs o ails. 11 SEAT PLATES BY CHAMBERS ZD U) V) INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r__ " upset=114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F_ 2 2.00 _ upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT TRUSSES CANNOT ea STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED [!be legal description of the property where the trusses will be Installed Is: 1: Trusses will be made In strict accordance with this buss placement diagram layout, which Is the sole outhodly for determining.successful fabrication of the trusses. 2.Aff dlmenalona In this layout have been vedtied by.the undersigned. .3. Unless written notice Is prin by cartMed in . to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice Is furnished Chambers Trues shall have throe (3) butnes , days In which to begin repels required, or to subathuJe othetbusses, at Chambers 00on: 4. The undersigned admowlecigea recalpt of'SOSI 1.03" summary sheet by TPI & WTCA . 5. Delivery Is to Job site. It Is rue buyer's'res 10b,llhy to make the Job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the Job site or a portion of fhe Job ells for delivery. Chambers Truss will be responsible for dump delivery Doty. The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing casts due to site conditions. a. Pike as shown Iq paragraph 7 below Is subject to change It any changes are, made In this layout A $50 per hour fee for revisions maybe charged by Chambers Truss. ' .7: This Is a PURCHASE ORDER to Chombers,Truss of the sum agreed to, or If n igrmement a reasoriabie prim. Invoice will be made on delivery and paid within terms of nm bn deMery Invoice may, be made at scheduled data of delivery It buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.TNss reasonable attomiy's fee for collections In event of payment not timely made. 1.112 % per month soMce charge will be added for all sums not paid within terms. . a. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. @.'In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Trues by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, V default In payment for material be made by the redolent - 10, In tire event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such scion will be Saint Wale County, Florida. 11. Design responsibilities are per "National Standard And Robbmmanded Gukiegnes On Rasponsibllltles For Construction Using Metal Plate Connected Wood Trusses ANSVrPVWTCA 4 - 2002" .. DATED � •��. Aspwder barnW be nag" per"BC311-WID plevert911ray& damage. . Multiple ply trusses must be fastened together per engineering before they are set failure to do so can result.in roof collapse. temporary and permanent bracing are required and can save life and property and Is the responslblllty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Yivasos mustbesetand braced perdesllgr07 prauertWDN& daz►taga Trusses must be set plumb and square Do riot'set bunks or stack of plywood, roofing material or any 'other ci Yitentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT ''USIE LAYOUT DELIVERED WITH TRUSSES TO SETTRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plercej Florida 34982-6423 800-551-5932 - Fort Pierce 772-465-2012 Fax 772-465.8711 Vero Beach 772-669.2012 Stuart '772-2864302 ..._...,._. wus■snaeceTGI1CS'_COM The Arcwltett Or Arc Fiilecf's representative's shoo drawing opwovsl Is NOT a "double I"" . r" o, nhe contractor. The contractor shall remain responsible for checking field measurements and ether construction criteria. Architect's aPProral covers general roof shape, review of truss strapping, and leading on structure from gravity and uplift loads and their ria Ire if leeations. Approved By: I '�� Date: 92.0/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Tic' �, Loading in PSF Roof R.D.L. R .y Top Chord Live 20 r,lo I Top Chord Dead 7 4.2 g Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 oI e I TOTAL Load 37 7.2 d " " Duration Factor 1.25 > Wind Speed 165mph Top Chord C.B. Sheeting by builder. H s Bottom Chord C.B. Sheeting by builder. v ~ Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H fA Q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: (Ac lebl-J- Date:04/24/12 Revised:10/07/15 FOR OfAslia SOR004ENls WYNNE BUILDINGGGGGIspofrsia��mof1HE DESCRIPTION: YaRpmarhmos 62' GRAND CARLTON III -)3 as (o PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE I 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 -7 i,