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HomeMy WebLinkAboutBuilding plans, 0512yyrAd kI 8'-I" T.O.B. 0'-0" = Finished Union Corrugating Co. 26 ga. 5V 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 I I/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 = 89.8 psf 12 4 SLOPE 12" Y � �. hull 5/8" thick light textured stucco on typical concrete block construction - - - - - - Z7� Z7� -74 -- - - - - - - a -.0 --- - - - - - - - - - - - - - - - VS" thick x 8"W cut coral inished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 go- 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb Felt unde lagment installed with min. 4" side laps oil6' 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 psf 5/8" thick >6"w cut cord finished stud bands 3 3 5/8" thick light textured stucco on typical concrete block construction RiIGHT ELEVATION Product Approval Submital Affidavit Opening Schedule Swing Doors, Ov#rhead Doors. Sliding Doors. Windows & Sl iEtus Opening NOA/FL Product Model # Manufacturer t irBtiOn Glass Attachment methd oT Design Pressure of Approved Teats Type NUMBER Da}}ttt,,e 1,2.3 FL# 11499.2 Single Hung Series 185 Mi Windows doors 'ro dcha. cornerTapcos w/ min. I 1/4" the penetration at G" max. corner and w" o.c. thereafter thru PT Buck 'ron:aid +41.2/-50.0 psf I,4 and jit"filled CMU wall A I6-0330.02 Overhead Model 824 maw width DAB hat track to buck per product approval and per rarocturer's recomendations. 10-9-21 +50.0/-60.0 psf Garage Door 16'-O" max heightI Atth Buck to wall usin 3/8" x 6" anchor bolts at IS' o.c. Smooth Wood ram g Plaspro/Nanya Elcl/4' din. tapcon with min 1.25" embedment at 6" max frosorners and 14" o.c. thereafter in iambs. + 45.0 PSF B FL# 15221.1 Fiberglass 9 series o fiberglass Plastics Corp. Praura based on 5CHLAGE hardware. - C FL# 15332.2 Sliding Glass Series 420 Mi Windows doors 3/1' dia. Topcons w/ min. 1 I/4" penetration at 6" max. for each caner and 19' o.c. thereafter thru PT Buck + 40.0 PSF Door and Product NOA FL / Model # Manufacturer Attachment Method E Siratiori Design Pressure of Approved Teats NUMBER Da 5164 ": Windows For CMU ui (4) 3Q6" dia. tapcons with min 1 1/4" penetration it anchors located per product approval drawings. + 44.2 PSF Mullions FL# 15353.2 vertical mullion and doors MFG TO POVIDE REBAR IN MULL - Roof FL# 1211.4 5V Crimp Union Corrugating Cc Union Carunt� Co 26 ga. 5v crimp metal roofing attached to deck using #9 x 1.5' woodcrews with washer per approval over Titanium UDL 25plus FIELD: -85.8 PSF Metal Roofing underlayment inalied with min. 4" side lags and 6" and laps fastened with corrosion resiatt tin caps and with 1.25 rin shank nmle apaced 6' o.c. et all Edge and Perimeter: INSTALLATION aps and two sygered roes 12 o.c. in fieid9 Attached deck per sheeting attachment det on roof plan -113.1 PSF METHOD: A -IS Siding Stucco on Block Soffit 15-1021.02 Model 12" vented Kaycnn Installed usinginy appyroved anchors asshown in product approval. Installed Contractor t<strictl adhere to the product approval for the use 4-20-21 +55.0/-35.0 PSF Vin I Soffit ings. and edaii distarcii Hurricane 24 Gauge G:obal Protection proved anchors as shown in product approval. to the approval for the use Installed usingmy apprii Contractor tcatrictly +55.5/-12.0 PSF Panels FI# 15016.2 Storm Panels Products LLC aadhere edge i rproduct I have reviewed the above and approved it by my sed below. ( Architect or Engineer of Record 5/8" thick x 8"w cut oral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands =L=VAT10I X 1XOTT.- Union Corrugating Co. 26 ga. 5V crimp metal rooring FL#; 7271.4 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 L" 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 5/8" thick light textured stucco on tgplcal concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into LUlndow or Door. 12 SLOPE 4 SCALE. 1/4" = 1'-0" Finish Columns With 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 ga. SV crimp metal rooring 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 1 114" ring shank nails spaced C o.c, at all laps and two stayered 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 roor plan Max allowable uplift = 85.8 psf ERMITit TREATMENT REQUIRED CONCEA0 FASTENERS OR ATTACHMENTS ARE THE RESPONSOU Y OF THE OW1111"Of ALL MANUFACTURES TABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED oulMl i z THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARTIN ORDER TO COMPLY wrrH ALL ,APPLICABLE CODES.' O'-O" = Finished Floor 4 1101- cilia, LUCK COUNTY BUILDMr: DIVISION AND PERMIT MUST BE KEPT ON JOS I LNSPECTION WILL BE'.49ADE. 1/8" Thick cut coral stucco over paper 7-7 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 fi d and edges with IOd ring shank galvanized mall nto truss webbing. SLOPE 14 2" 8'-I" T.O.B. H. ® O-' - - o 5/8" thick x 8"w cuEl coral finished stucco bands P� 0'-0" = Finished Floor Finish Columns with 5/8" thick light textured o+dw 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" = 1'-O" 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 16" O.C. base -board I II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6'x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden It Braden Al Pro Wgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Carlton 2 `� Tel : (172) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia8comcast.riet St. Lucre County Florida Stuart. FL 3499L #AAC000032 thick x 8% coral finished stucco baddu -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 Budding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: Ili�- " Roof Pitch: 4:12 Internal Pressure Coefiicent: ±0-I8 Subjectabillty to damage from: Weathering: Negligible Termites: Veru Hii Width of Roof End Zone: 33'-4" Wind Speed: 165 mph ultimate Wind Exposure Classffactor ation:C g I.21 x O.6 = 0.124 ASD design Adjustment factor for Exposure Height: Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.610L Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32:6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84 0 psf Components I Cladding Wall End Zone Width: 3'--4 Components I Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psF Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Distal s Provided? Yea Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD. 10 psf FLOOR LIVE LOAD: __1_5 psf FLOOR DEAD LOAD: 1O per HIP ROOF 2.12 TO 6:12 PITCH = Roof Zone I Walls Zone 4 EM Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm # 12-21-16 GARAGE Drawn bg: j RIGHT' C.C.U. Checked bg: D.R.B. OF 5 FLOOR FLAN CRASH POST DETAIL. TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4° diameter steel crash post. Floor proceeding with work. Flange With l - to 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab r3/8°t so ksl steel plate) a minimum 1,400 P.S.I. fiber Stress. e 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI coicrete. ALL Concrete used for vertical filled cells, Cont. tie bears etc- to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grat mix �3 TO ° 2'r,°6. Drywall at ceilings shall be leveled and attached to botton chord 4'of trusses with screws per FBC R�02.3.5. O 2r,' 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stod dimensions. 9. ALL plumbing fixtures to be low flow. 10, Contractor to Provide Drain at water heater in accorance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" Wide door at one bathro,im for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Cepartment surveyor to set in field. 13. Separation between residence and garage shall be per F3C R302.6 14. Door between garage and residence shall be 1-3/ t"t 24 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 telling finishes shall have a smoke -developed indfx 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 r' x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment 18. with F.B.C. R316 - see permit info box of code edition G psum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 C460, C1002, C104�,C1177, C1178, C1218, C1395, or C13% and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nall sizin options For installation of drywall into Spacing Maximum Nails Screws wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" T 12" 13ga 1 3/8" lloong with 19/L4" lead O 0.098" diameter x 1 1/4" ionic annular -ringed or 5d cooler nit �2 OR Walls Either 191, 8 16" 0.080" ilia. x 15/8" long will Direction 15/(4" head OR Gy sum board nail 0.08C da. p x I5/8" with 9/32" head. Ceding Perpendicular 24" 1" 121, 13ga 1 5/8" lloong with 19/L4" pad O 0.098" diameter x 1 3/8" iota annular -ringed or bd cooler na e OR 0,092" dia. x 1 1/8" long wit Walls Either 16" all 16" Direction 1/4" head OR Ggpsum board nail 0.0916 du x I I/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" 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 approval 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 gypsum backers in accirdance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturer-, recommendations shall be used as backer for the wall the in tub areas and wall pinels in shower areas. 21. Insulation Including facings such as retarders or vapor permeible 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 �ccompanyingSTM E 84. developed index not to exceed 450 when tested in accorance withh AA Insulation shall comply with F.B.C. R316. Union Corrugating Co. 2L ga. 5V crimp metal roofing FLU: 1211.4 Attach rooting 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 L" o.c. at all laps and two stagggered 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 Simpson HETA 20 or equal with (10) anchor x 11 1/2" each suss 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. T(PICAL 1810lbs. uplift (shop drawings bg rmnufacturer) Aluminum Drip -V ' \R-30 blown fiberglass Edge f Fascia V-1/2' in bottom chord of trusses z7 drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 1/2' drywall over 1" x furring strips at IL" o.c, with R4.1 FI-Pal nsulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. stucco on typical concrete W Mortar to be Type M only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) 95 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see Foundation plan notes For Base spacing at openings 4" concrete slab with fibermesh OR L"xC' 910/10 WWM on 6 mil Visclueen over clean compacted termite treated fill .r Grade - III=IIII IIII III 1 ,.IIII Y 111 W,11II ' I I1 I I I-IIII1 I I I IIII III 1= I I I I I l l i- "- ii 14" x 14' Concrete footing 14" with (2) #5 bars cont. and #5 TY F i C A L S E C T I O N transverse bars at 48" o.c. Scale . 1/2" = I'-O" Masonry Beam Sllding Door At Masonry Wall N.T.S. Head fixed door sliding door A� n C' i/2" Sill DetaII NTS 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 JIL I I I 21' VTR Masterr�� JIJ Bath 1 iLav2.. I 2- Lev. I 4" 2" VTR JIL 3" 2' shwr. Kit. sink Kitchen 2 3" W.C. Bat#2 swr. " o septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall ypical Flooring Install SG0 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 Jambs per product approval Jamb Window SCh&dUle 7 Mark Size Rouclh Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%a" 54%8"x 63%1" Single Hung ZONE 4 2, L'-2%a"x 5'-31/8" IS x L3%;' Single Hung ZONE 4 3 2'-2° x S'-2 1/2' 21%2"x 38Y Single Hung ZONE 4 4. 4'-5%8"x 4'-2/e" 1 5410"x 54%" 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 t Door Schedule Mark Size Rough Opening I Door Description PRESSURE ZONE A 9'-0" X 7'-01, 108" x 84" loverhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 4'-0" X 6'-8" 14" x 81 /2" of:cam" Sliding Glass Door ZONE 4 D 2'-0" X 4'-8. Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 %2" E 2'-6" X L'-8" Solid Core - Wood - 4-Panel F 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - BI-Fold G T-8" x L'-8" x 1 %q" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-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 a v 12" 00 00ii 00 0 EGRESS 0 12" x 12" concrete column block filled °p with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 12'- 8 O O Oo0 O O 00 O 00 N c ° MASTER BEDROOM �c) A.F.F. m -emu u Vaultid Ceiling 8'-0" A.F.F. R tr wa Flat Calling's G EAT o ROOM b I ® o N O I 0 Rod Shelf 21'-8" N r I antg to be u) I �2"high H.B. I o n8'-0" to 9'- 8 A.F.F. 2" x 6" knee -wall o I m 9 Vaulted Cellirp below counter top (K I O M rr ° DINING I L SET ROOM LIs LINEN as ae 8 Rod Shelf M ABINET x O O 0 / w Vanit to be BAT 34 %2Jhigh 1 ✓(\�� 0 ° I = High Wall O to o I Kil T C E* to O 1-1 I �l (V Co - 1-1/2" _ - y -77 - - vent throug ryer wall Uver-hang 8'-O" A.F.F. Flat Ceiling H.E° 4'-I" \ O F Upper cabinets to O 10'-2" 4"3'-O" extend over Ref. " BATH I caene N I Re. 2" fillert`vv Rod _&_Shelf _ c o Q N ry © H. -II Bat s I�wlagon - a) °i I n ,,, 4"� Steel Ballard See detail on thls sheet I cv OW g F > ___ 1 r 22" x 54" 1 Provide auto € Attic Access closer 8'-0" A.F.F. Q Q 22„ s" L tight J m U c _with _ Flat Ceiling 8 as 6,-O„ 4„ Y 150 mp Meter Panel SECOND © a BEDROOM E Y GARAGE GREss ° i�3 T �❑° 8'-4" A.F.F. O in Flat Ceiling O O O EGRESS I r----------------- i O 0 Block wall in I I v �� garage to be struck block 3'-I" 12" x 12" concrete column block filled p with concrete end (2) Ul bars vert. tied PO RC to into lintels above L" I 12-L" T- I � I IN O I (] 5'-2" 2,_8„ 2,_e„ 1 I�- �_ Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" 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 x4" P.T. Buck nailed to I" lock with case hardened nails D e t a l l at UJI n d OW S prior to window attachment Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : ('72) 287-8258 Fax : (1-12) 281-8283 E-mail: bradenaia5comcast,net Stuart. FL 34994 UAAC000032 NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 I/4" penetration at 12" o.c. max and 4 max from each corner thru Exterior face 2" x e." PT Buck of wall ar es #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS Wlgnne Building Corp. Date Drawn Revisions Sheet Comm # 12-21-16 Carlton 299 GARAGE YE Drawn by: C.C.U. 2. Spanish Lakes Checked by: St. Lucie County Florida ED. R.g. OF 5 STFJCTJRAL NQTE5= I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL MUCK OR NON -UNIFORM 9. BEARING CAPACITY. IF ANY SUB -SOIL, CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. IO 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS M X AT 28LDAYS MIN. 3D00 PSI ALL LBE PSI, OR L4 000 CELLS, 3000 GROUTBEAMS 3- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Ii 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY), LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 -1- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOLAD,4710N �L�N 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 #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & 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. Shoud any other conditions be encountered, the architect shall be notified In Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 95 bar Vert. at 48" o.c, max. Provide (1) filled cell on each side o' openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openigS from 6 -O" to 9'-II" and Provide (3) filled cells on each side of olenings from 10'-0" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Ciornpany 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 prio, to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 SpeClflcatlOnS. ALL Anchors to be A-:07 steel. 9. Provide a minimum Of 3" concrete protection It footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. L #5 bar vert. w/ ILALJ Thicken edge to Vx8" 30" overlap SEE TYPICAL with concrete and at each filled cell ,SECTIONS one 45 bar continuous 4" concrete slgo with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill — 1111 =(III III (III_ 14"w x 14"d concrete monolithic footing with (2) 3t5 bars Cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. �j/ Step per 1� foundation plan 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above Top of footer 10 below finished (2) 45 bars cont. bottom steel ARAGE STEPDOLUN Verify house slab height in field IU 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'-O GRADE Film SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" U10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE I/ E TYPICAL :CTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil vlsqueen over clean compacted termite treated fill O'—O" e F.F. I 14"w x 14"d concrete monolithic —I footing with (2) 45 bars cont. 14" ARAGE CURB DETAIL r_a��rr�la�l 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 Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 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 12� cz 10'—O" " 4 — — — — — — — — — — — 00 O O _1_1_i_1_ _:_:_:_1_ 00 OE � 1 I � o I _ �I — Rear Patio/Slab I r LLI to be poured separate I from the house slab. —7 2 8„ I v E 4 Thicken footingg to NN 24"w x 14"d x 24"L I FI I L , under felled cells E under girder bearing. I O E E E E E �°_�°_�° I --————————— — — — — _ I Ei--- _J O Rear Patio/Slab to I be flush with bottom of - FI sliding door recess. I U rn Slope 1/2" - I u= i I E of I FI I E I I _Io I I V anitg to be 4" concrete slab with fibermesh OR 34 �high��1 H.B. 6"x6" #10/10 WWM on 6 mil Visqueen over �1O I clean compacted termite treated fill ZI E 11 I —i ---T I F— I I H.B. I ° ° E I E FI o -0„ -------- —�E aiC o r — — I 4"4 Steel Ballard I O �� I I ®filled w/ Concrete ai > 1 J �I �QJi�2I I°o IE #1 v —nos u�a wrn I I I I ValN I FI vNE I iL a E.,,� I I I o r_ E I a I 10 N Ir- - E Q' U I Ld F5 I - _ I 31 o "I Q „tea-lu I° x O O O I _ F4 r i E t — — — — Recess for 5 E No - — — — — — — — — — z — `J OE EO Garage Door 00 00 12" x 12" concrete column block filled wi h concrete and (2) 41 bars vert, tied Into lintels above —6" 311< ----- FOOTING SCHEDULE Mark Size Description FI 14% x 14"D MONOLITHIC FOOTING WITH 2 3*5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 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" ROOF S�-IEETIi G ATTACiH�IENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 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 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" ad ring shank 16 psf Zone 3 4" 4" ad ring shank 84 psf ** Zone 3a 1 6" 1 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. i�, Provide 95 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete _- ft�= 8UE-OB/OT precast ` lintel set in mortar-. Min. 8" Bearing Verifg Plan �II I 12"x 12" I Column Block v#� Rebar Rebar 48 Bar Do. Min. Overlap t0 Lintel Attachm&nt NTS Additional Precast Lintel tt5 bars CLEAR Lintel Length Bar Length Clear Span u u A Bars u u 8 B)rs 2'-10" 2'-8" 1'-6" 2,93 rune `----� '` ---- '' ----� 3'-4" 2'-2' 2.93 ->ne BF8-OBAT BPS-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 ne - tt5 bars CLEA _ 1.`.> 4`-4" 3'-2" 2,#3 ->ne ''; One Row of "H" 5'-4" 5'-2" 4'-0" 2,$t3 r ne .' Block Above •• 4'-6" 2,#4 none Precast Lintel 5'-4" 2,#4 none r Additional bars T-6" 1'-O" 6'-2" 2,45 none BFIL-IBAT eFIL-I13/27r 8,_4„ 1'-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of stee1=15" 2. min, bearing required a ea. end=s" 3. standard for remr. steel=ASTM A616 TYPICAL LINTEL SECTION PRECAST CONCRETE > `( LINTEL SCHEDULE Mark window or Do Unit width Lintel 5Me Cast -Crete Specification Rows of "H" Block Above " Bottom Steel Size Top Steel size Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Lead (PLF) L22 T-2" V-L" 8F8-OB/I7 1 tt5 3001 IS49 1024 L3I 2'-L" 2'-8" 3'-1" 4'-0' 8F8-OB/IT 1 #5 25LI 1343 163 L45 4'-5" S'-10" BF8-OB/I7 1 tt5 1105 909 339 L50 5'-0" L'-L" 8P8-OB/IT 1 1 31:5 1238 835 121 L40 1.'-8" T-V BFe-OB/IT 1 tt5 1011 121 534 LBO 8'-O" T-4' 8P8-IB/2T I tt5 2 tt5 152 1 591 512 L90 9'-0' lCi alli /2T 1 #5 2 u5 443 530 401 L90B 9'-0" 10'-V BFI4-6/27 ONE I tt5 2 #5 1533 1183 401 LI00 10'-0' ll'-4" 8F8-IB/27 I tt5 2 #5 582 494 452 LIOOB lCi 1 Ir-4" 1 81111 ONE I u5 2 #5 13L6 1028 452 L120 12'-O" 13'-4"1 eFe-IB/2T I tt5 2 tt5 411 428 324 L120B 12'-0' IV-4" BFI6-8/27 ONE 1 tt5 2 #5 1015 110 324 L140 14'-O" IS'-4" BFI6-IB/27 ONE 1 #5 2 #5 1250 609 259 LILO W-O' IT-4" 8F8-IB/27 I tt5 2 #5 300 192 194 LILOB IL'-O" IT-4" eFI4-I15/27 ONE I #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LiNTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOg ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFO"ATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE (PRESTRESSED. e PT Buck ed per jamb into filled c 4" Pre -cast Sill CBS WALL Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. Poured Concrete or concrete block wall Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to vert. leg of truss with IOd 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 or \ concrete block well Concrete Anchors I Manufacturers Specs RA e Anchora Per Lurera Specs 1/4"Max. Aluminum Panel Sizes per manufacturer - See Tgwcal Stud Detail v 1/8" x 3/32" Wing Nut w/ I c appropriate waahrr and specmg I o i per menufactureP'a Details IL oc3' i o cc en,' I u I � � I i a I x Stud Detail j Stud w/ Die Cast Zinc N78 Nickel Plated wing Nut 3LOCKING DETAIL Flush Mounted Shutter Detail )ER STRAPPING nts TER BEARING POINT 1/8' thick light textured stucco installed per ASTM C 92( over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX 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#: 1211.4 Attach roofing to deck using #9 x 1." 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 staggclered 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 Simpson HETA 20 or equal 4 ic1Idoa1Altruss Ox l/2 nas�— ( 24" o.c.) suppporting Max 18101ba. upllft Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gaiv. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) 41 bars vent, tied_ — into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of Tooter 14" below finished floor J r Aluminum Drip Edge & Fascia Flash and Counter flash Nail ledger to gable end truss with (2) lOd is at each web 1/2' thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 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 W ood Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom Of top chords using (2) lod nails et each truss Wo F_Uro 0� � nW, r-E tK � W v� W oa z t, m w �� W L I � W a W N (L Brace Gable end with 2" x 4" SYP 42 min. 8rt back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) O I.R-30 blown fiberglass Q in bottom chord of trusses -1/2' drywall with smooth finish 111 Two rows of beam block filled with concrete _and (I) #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 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 Simpson HETA 20 hurricane anchor at each truss Strap 5/8" dia• truss to wall usin Simpson threaded 12" MGT with ( 24" O.C.) supporting Max. into rod wi min beam either wet set or In embedment epoxy with 1810 lbs. uplift p 11—CT� (22) IOd Halls into tr ss. Add rnme Icn n n e4.1 ._ blockintq to •L.. A. .. ., . •;: 77 L100 100 BI BI LLO BI � O tU L90 B co (Y � N BI N 777777 W G0 I I- UJ L45 1 I 12 SLOPE 4 :3 I 7 2„ I I BI ::3U 12 E� 4 SLO E N � x I N _ W � L U C4 Q] a UJ LU O. E Ql 45 I BI L31 to u 7;:: -- -- J O ----- -- -- — w Union Corrupatiri Co. 26 a. 5v trim metal roof) wood screws with washer Per Approval over 30 lb f It Q underlayment installed with min. 4" aide laps U1 ly f2��A j caps with I I ring shank nails spa ed 6" O.C. �ei�i�l at alI laps and two staggered rows I " o.c. in field. Roof deck to be 19/32 COX plywood nailed to a a W n attachment detail on roof plan O N N Max allowable uplift = 85.8 sf O I r7 N o #I E— N a7 V- I 1 22" x 54' U N Attic Accuse with light I SLOPE 4 AH SI oft I I T2)2) I 8'-0" MAX. GN U ES I I IN TT I I I z I ,-- - 1 147 1 O I ( m L31 . 1BI I I BI I BI I BI L45 UI I iy o BI 5o Si icane son ant ET r at 2( eacf trus' IL to ( 24" .c.) upp ting ay, 810 bs, ul Jift BIB BI L10 BI y v and shall meet all pertaining ASTM codes. Mortar to be Type "Me only proportioned per FBC R601.1 ETA 20 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and ROOF O j J� }� (D #5 bar vent. (typical). exceed i" 'jam` I\`jt Max. spacing shall not exceed e foundation plan notes for - i ii unless otherwise noted seOVERHANGS AT I -0 UNLESS OTHERWISE NOTED ON THIS SHEET see spacing at openings 4" concrete slab with fibermesh OR - ROOF FITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xC' #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 _ __ ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. IIII-IIII IIII IIII— I IIII - ALL TRUSS TO TRUSS CONNECTIONS BY III=IIII=IIII=IIII IIII- TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR mill FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Ical Sectlon at Front Forch CONTRACTOR TO PROVIDE FOR FORM BOARD SUR Scale : /2" = l'-O" FORM BOARD SURVEY VE TO TRUSS COMPANY PRIOR TO I AND TO PROVIDE TRUSS CONSTRUCTION Braden It Braden ,AIA, PA Wgnne Building Corp. Date Drawn Revisions Sheet Comm 1*Architects - Planners 12-21-16 Coconut Avenue C a q a r I t on 2 I I GARAGE Drawn by: TelS.E. Tel (112) 281-8258 J Fax : (112) 281-8283 S Spanish Lakes C.C.U. E-mail: bradenaia8comcast.net St. Lucie County Florida Checked by: Stuart, FL 34994 #AAC00 032 1DR B. OF 5 PANEL "All — poles BR Load Wire Description circ# circtt Description 2 40 1.0 kw #8 A/C comp 1 2 AHU 3 4 — 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range �- J 8 — 1 20 1.8 kw 412 Pump 9 10 Dr er II 12 1 20 I's kw #12 13 14 Dishwasher I 20 1.5 kw 412 Microwave 15 16 Refrigerator 1 20 1.5 kw #12 Kitchen S.A.C. n is Recepts 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 1 20 1A kw 412 25 26 Recepta 1 20 1.92 kw #12 27 28 Recepts 1 20 — #12 General Lighting 29 30 Recepts 1 20 #12 General Lighting 31 32 Recepts I 20 tt12 General Lighting 33 34 Bxtemor GFCI 35 36 Bathroom GFI I 20 412 General Lighting 1 20 #12 Smoke Detectors 31 38 �ieneral Ligfitir 1 20 #12 Bathroom GFI 39 40 $+eneral Lights .�„•a1 41 1 42 abare ® m� AMEN tr1C: S Mbol Legend ® Recessed Can Light ® Egeball Recessed Exhaust Fan 4%jOloubilePole Switch Switch P Push Button Switch Ceiling Mounted Light Duplex Outlet 0— Wall Mounted Light Special Receptacle PC Light with Pull Chain (attic) Waterproof ground fault circuit ® Floor Duplex Outlet © Computer Connection Jack en Carbon Monoxide Detector Flood Light Electrical Panel TO Thermostat m Electrical Meter Ceding fan A/C Disconnect © Q5 Central Vac Smoke Detector g UX�\ A DISC © Ff Television Jack Telephone Jack 2 x 4 Florescent Light ® I x 4 Florescent Light ® spicR Speaker Hook —Up Intercom PATIO/SLAB I G I EAT i�100M I Center RegistaI s �143 143 CFM on telling f l n IOxIoX1 H.B. Vent _thru___ _ _ � offit DININO ROOM u 110 CFM 12x6x8 M STER B DROOM 110 CFM 12x8x8 12xl2x9 B/A d� 12xl2x9 I — — — B/A iwao 8x4x4 Be L O1211 I i -4 0 ✓ 0 ri 12 I / 8 x4 fRi A I I 3 A T �ei�i i I T W ? 7 83 CFM i Q 1 12XLXI I nM 3 xCF SECOND BEDROOM I 2x2x8 I /I = Balanced Air $/A COVERED PORCH = THERMOSTAT LOCATION O Y C INfC/--�L_ L/-�YOU'T SCALE: 114” Electric Notes: I. Use copper were only, no aluminum. 11. It Is not the intent of these plans to show every minor detail furnish and install 2. Provide and wire all required smoke detectors. of construction. The contractor shall for a complete electrical system and provide all 3. Contractor to verify location of electrical and provider. all Items the requirements necessary for the equipment to be placed In 4. service ALL paddle fans shall be on a rheostat. bath kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and S. 6. ALL and ALL exterior outlets to be WP/GFI protected shall comply with all local codes and ordinances, and shall the local electric utility 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of 8. AFCI receptacles are required in all rooms except and telephone company. 9. Kitchen, Bathrooms, and Garage. A/C ReturnAirBalance Must comply w/ FBC RM16o2 19. The electrical system shall be completely and effectively the N.E.C. 10. A/C enriP rat lines that are run thru slabs must be grounded as required by the latest edition of II. VC ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. for all fees, testing, and 2L All equipment and panel sizes shall be verified before to 13. Contractor shall pay permits, including blower testing where req ordering. The contractor shall provide circuit routings 14. inspections All work shall be coordinated with other trades to avoid suit the Job conditions, interference with the progress of construction. all be 22 installall fixtures as called for on the plans 15, su public neshallprovided damage fortiori all require insurance liability p p y orurnis selected by 16. duration of te work. Contractor shall guarantee all materiaiils and workmanship from gh anys of the concrete l wes and pipesmpl aced in inimum of or through 23• All b free of defects for a period of not; less than two years of occupancy, or one s shall largest conduit or pipe from any other service, the date of acceptance or certificate year from closing sale of house. defects be completed without additional 24. All exposed wire below 9'—I" shall be Installed In metal EMT Correction of shall charge and shall include replacements or repair of any been damaged. conduit. FBC RMIS02 other phase of installation that may have 25. Dryer Vents to be installed per ILO CFM 12xl2xl Oi —7-- 0 ----- 22" x 54" Attie Access l with light — — — — H. 2� M _ ____Vent_t41ru BAT Soffit GO Amp Panel GARAGE ---� I I I I I I I I I I I 1 I I I i I I I I I i I A/C disc. 150 #2/0 Aluminum feed AMP I %," Conduit PAN L 1 2" PVC ( FPL Bare #d coppe wire 2" rigid service FPL to le Cont. %e ar 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 eter Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (1-12) 28-1-8258 Fax : (172) 281-8283 E—mail: bradenaia°comcelst.net C,tiinrt FL 1-499� UAAC000032 H.B. Exhaust Duct Thru Soffit — Wire For Front Post Light 6'-3" PATIO/SLAB ,covered PorcR�� I 1 I � 1 ' / w.p. GPI MASTER BEDROOM v I $S'• v / / G EAT Smoke / Carbon R0 M Monoxide Detector Combo S S I M I I I F___ , CV I � I 1 v E)-- LbSET II I I I I 1 I DINING ROOM I 1 I I F P �� GFI o � I I I\ I KITCHEN\v Smoke / C_arbQr — J — Monoxide Detector Combo GFI r;mes� 3� 3 2 24" M 5o M / F I HI GFI -- — —— —— \ 42'h GFI 1 enter ? �, n — — — — i 1 O 22" x 54"— Attic Access I I d SECOND �_' L—wmhlight / �J J Optional 1510 Am panel location Rc / Panel p / V ® IPull chain / light in attic / W6nne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida PB f\ I / \ I ly ✓ \ w.p. GFI / \ \ 0 \ \ tQVERED / P O-R-C 4 T-I 4211,h GFI G A RA G!E Garage D oor Opener ---� I I I i I I I I I I I I I 1 I I I 1 I \ i I I I Exhaust Duc Thru Soffit 4" Exhaust Duct Thru Wall p. GFI under disc. \unr disc. not shown for clarity 7/C_ eter CTRIC4L FL74N SCALE: 114" Light with LPost hoto yenAttic Ventin Calculations' FBC 230`1.7 u Total Attic Space = 2124 sq. ft. o Venting Ratio I/Iso = 14.16 sq. ft. required ' Provide A Continuous Vented Soffit v iL Date Drawn Revisions Sheet Comm # 12-21-16 GARAGE Drawn by: �7— —I RIC:HT C.C.U. Checked by: D.R.B. OF 5 r ■ A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 30' Span or less 30' to 60' Span Aj 0 degrees Spreader Bar or less 41*�P_a �2—� i o9 �_ APProx2/3 toT g Lapprox. Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. y This is an example, truss may not match. " Truss is an example, your trues may not match. Insist crane operator sets truss this way. " Insist crane operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ,& IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR RUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAIL OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I - --- SPACING NOTE 11 ALL TRUSSES ARE TO BE SET AT 2"-0r ON CENTER EXGEPT AS NOTED AIR HANE=),1—jp=R NOTIE- 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. LI® Mimi . I=lam/=I��I�I��I��I�I��I�IB ///✓/////✓//%i %///1i//M,I/.01MRI ere, Noxr A Al A2 A3 A4 PA4 ni A4 1 A4 WWI `;j ATA ATA ATA ATA ATA ATA ATA ATA ATB r lk —d _` —d —L_rl_�__' — `_ems_—� — I INVERTED'%" WEBS AT CENTER W/9' B.C. PA.NNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U I%IMF /.ili/�II%//�� GIs,_ i&i :tlp All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. J2 J4 J6 I I I I 15'-, o" I 5'4" I T-4" liz 1 V-6" I GARAGE LEFT DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 2INIM \I\\\\\'\�D�' t1B 01�I�I�I�I�I�ll�l�l�l�l®� 0 \\SM, 11111"i'111111PA, .\� L— ED"V'WEBS AT CENTER I I��y NI I ATA LOAD S5Dp POINT ER TRUSS FOR AJH/U I _T FABRICATION AGREEMENT ;RU88E8 CANNOT BE S .j! UN71L THlB AORE�MENT 18 810NED 8 RETURNED he lapel description of the propertywhe.ree the tru a will ba metalled is: . 71fe.undarlpned a edges end agrees: . > " t Tnreea vAti be made m ehiot accordance with Nls boas placement diagram layout, WhIHI Is the sob arMollty for determining sfaxraeaful labrlation of the Wanes. 2 AA dial lops In Nls layout have been vedned M the Undersigned. .:.B.,Unleas wdUen notice ls previded by certlfled mall to Chamber Tmea vANfn ten (10) aeye of detivary the tmtlerlpned agrees that no bedreharpes wN 6e atlowed. In the event aucA written notice Is Nmlahad Chambare Truss shag havo three (3) bu�aJypreas days In which tc, begin ropalrs rogWrad, or to aubatilute other truasea, at Chambers optl�l, ,41The undaBlpned aclmowletlpes receipt of'BCSI 1-03' summerysheet by TPI 8 WrCA, •¢;bbeapCho Is to Job site. n le as buyeri roeponelblllty to make the Job !Its suftable for ' do Chambers Truss has the sole aWlodty to determine the sultebilhy of the Job slle ci a pditidn of the Job she for delivery. Chambers Truss will to responsible for dump tl0Ivery only. The.b'uyv Is respomlbte for addhbnel delivery expenses M Chambers Trues has to rodellver bocatme Job site Is not prepared for dsllvery or boyar Is not prepared for tlalhrery of trusses. Blryfsls responsible to Chambers Tares for towing costa dun to she caldttlona. '' �Q: J?dce as shown In perapm 7 be Is subp to change If omy changes are, made In thlsJeyduf. A 1160 per hour tee for reviabns may be cheryed by Chambers Truax, ' ' R Thls ls a PURCHASE ORDER to Chamber, Truss of Ns sum agreed to, or If ntk, 'all, erd a reasonable pdee. Imrobe willbe made on delivery and paid Ithin terms of not onidellvery. Invoice may be made of erhoduled date bf delivery H buyer cannot accept °delA ery'of fabdoated Inases. t undersigned sprees tc pay Charriber.Truss reasonable .ettoniey's fee for cenections In event of payment not timely made. 1.1/2 % per month stir Ace '.cherpe win be added for ag sums not paid xMhm terms. . ;e; signature or initials anywhere on this sheet constimea epreement to e! tenns'herem. �•: g. In consideration of Chembere Truss extending aed@ for this material U)e undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chamber Truss bysmy entity receiving matedal and the undersfgrwd agrees to pay such Indebtedness Including is" teas, N default In payment for m-ledal be made by the rsdplem. 10; In the event of any litigation concerning this agreement, the hems turn[ shed hereunder , orpaymonto referred to heroin, the parties agree that the sole venue for any such action will be fialnt LWe County. Florida. NA.Deslgn responsibilities are per "National Standard AM Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses gNSIRPINACA 4 - 2002- �nt`ED- �zr7Yuen'• _ ::are"—..o. .,o. e,.y w.ey.poa Farr ct.al7.us"Wpts'uetltsgtayii,danlaga, f�l4jtlplo ply trusses must be fastened together par engineering - attire they are set, failure to do so can result.ln roof collapse.' � iporary and permanent braeing are required and can save life Wand property and Is the responsibility of the truss erector. Wily the contents of the Information packet Included on delivery before settling trusses, q-A+rfY' ;1 Tna<ssswaist beadand bracedperdetl>dntopmeaerltlrotayffidartrepe ;;. Trusses must be set plumb and square `Do not bet bunks oustack of plywood, roofing material or any �..fdther gpinbentrated loads on tresses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue l ;•:•t:. Fort Plerce; Florida 34982-6423 ` 800-551-5932 - 1ditPlerce 772.465-2012 Pax 772.468.0711 ;'Ji4o'Beach 772-569-2012 Stuart ' 772-286-3302 Wab Site! CHAMBERSTRUSS.COM The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strap "ng, and loading on structure from gr it and uplift loads and their rea a location LO Approved B Date: _ 92.0/93.2 MITEK 4.2 Braden 3 Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the fvy Buildino Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 14 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_R"_l`y7, — Date:11/14/16 U) FOR Q WYNNE DEVELOPMENT CORP. � 11'-6" I 3'-4" I 5'-a" I 15'-,0" DESCRIPTION: GARAGE RIGHT CARLTON 299 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 14 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 -73?2 �� /Irl�l��ll'�I■�11�! �rass�rsss� p