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HomeMy WebLinkAboutPLANSO'-O� Finished Floor I .1 APR t 3 2y19 12 4 1 SLOPE Gulf oast SappIg and MFG 5v Crimp Metal roofing FIL WIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using # d9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment Installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced (6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1� u -u O O stucco thick light ical textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - r-o" gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11631.12 Y" ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 aide laps and C and laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses uang attachment detail on this sheet 1� 5/8" thick x 8% cut MjLj coral finished stucco bands .. Finish Columns with 5/8" thick cut coral finished stucco bands = Is. =VATIOIX RIOT=S: 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Flan Roof pitch at 412 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 Window or Door. 12 SLOPE 14 12" 5/8" thick x 8"w cut 7 oral finished stucco bands ®'.: ... 3 �5/8" thick light textured stucco on typical concrete block construction -------------------------------------------------------------- RIGHT ELEVATION SCALE: 1/4' - I'-O' 01 Product Approval Submittal Affidavit Op�solmeo>b.dtu.sm9ftbuffDoozs, 0wrLaed mama, 81111dios Doorm lllodow a Opening Type NUI��i Product Yodel Manufacturer Glen Attachment method Date Million ure ases Tints 1,2.3 94 FL# 239.3 Single Hu g Hung SH-100 Impact PGT 5/lL• 1/4" to a/ win. 1 3/eC�enetrseia ie Waeso per ept, uuct approv tractor re to win. edge distances apeohed in Product spprova + 80.0 PSF — A IL-0330.02 Overhead Garage Door �Mo�elwBt24�i/dBII It'-o• max a. t h tgh DAB is x cY �' a + �i ae. t. a 10-9-21 + 50.0/-LO.O Pat P B FL# I6614.1 Fiberglass Design Pro/ gbh Pro Jeld-Wen+ RICO�aand 5 with o a. aiam there hx m tilled Said jambs, Eta 50.0 PSF C; FL# 251.5 Sliding Glass g Door Series 110 SGD PGT 1" nom " "er Tgpir G5A2' peor�a a/ min. I i3/&penetratio�so�e I uct approve traet�r re to e�9e dstanen specified m roduet approval ± 40.0 PSF Product NOA/FL NUIfB)iSR model Yanutatu ror Attachment Method Dais � sure �Design �ved � Mullions FL# 26I.1 I" x 2 3/4' x .315' PGT nstall par fastener type and ecru9s shown rn Table IA and IB i n product approval on wheat rof 22. ± 58.0 PSF ROOF FL# IIL51.12 5V Crrm P Metal Rooting Gulf and Coast Supply manufacturing 2L ge. Sv need roohng attached to plgaood deck using 89 x LF wood stress ut wlf waling washer at 12' oc. max spacing over ASTM D rtgpe 2) 30 1b felt aiderligmort m"Aod with aim. 4 edi kips and L' and kips featseed with corrosion resistant tin nd =a and with 1.25" ring ahade nee ds spud L aa. at as keg atwo sattaayy�eyed raw 12" ac. in field. Attach deck to trusses using attachment detall an rod plan — 108.5 PSF Siding Stucco on Block soffit FL# 12198.3 Vmgll So4PPit " vented Kagcan Install using 2' x 2' batt6,110 din, Indens at V o.c. screwd to soffit framing using Zia x 3 wood =caws at each truss. Install edfit to beshank nafl& with S/8' din, tens using +55.0/-35.0 PSF H Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 5/8" thick x 8"w cut coral finished stucco bands Finished For Finish Columns with aa• 1V 5/8" thick cut coral finished stucco bands 2" x 4" top plate 1 ' 1/2' drywall ceiling on truss bottom cord 1/2" drywall on x 4' studs at 14" o.c. base -board -----\ 11 11 .2' x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR CA' #10/10 WWM on L mil Villueen over clean compacted termite treated fill Interior Non —Bearing Partition 12 SLOPE 14 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" Ill screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edge* with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 11i 14111=111MIM11—mill 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION nLs Braden it Braden AIAw PA Wynne Building Corp. Architects - Planners Tell S.E. Coconut Avenue The Grand Carlton Tel (112) 281-8258 Fax : (112) 281-8283 Lakes1B E—mail:E— c..anish enal*,nnnn=1 IXAQA S. Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands 11-00 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 Reudentiah Lth Edition and ASCE 1-10 for Wald Loading Btak ing_ Design is: Enclosed Risk Category 11 Wind Velocity: ILS mph ultimate Mean RoofHeight: 11,_O• Roof Pitch: 4:12 Internal Pressure cient: t L_IB Sub,lectabidty to damage from: Weathering: Nei Termites: Vera Heave Width of Roof End Zone: 3'-4' Wind Speed:_j0_mph ultimate ind Expowre Clasmfication: C 1.21 x O.L - 0.�2L djustment factor for Exposure Height AggD ddes Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.L 1-4.L�C Components I Cladding Wind Pressure (NET) Roof ZZZone. I. +200p.L/-_332.Lpp pd R Zone: 3. �301&/ a .0 poet Components I Cladding Wall End Zone Width: V-4' +3gg 33 Components I Cladding Wind Pressure (NET) Wall Zone: 5.4jj5.8%-48.8 pd Components I Cladding Wind Presuee (NET) on Garage Door. +32.0/-40.3pd Shear Walls Considered for Structure? _Tel Continuous Load Path Provided? Yes Are Components an Cladding DaGG ProvideR Yes Minimum Sal Bowing Pressure:2300 pm. Presumptive•. X Ba Test: psi ROOF LIVE LOAD:.'31 pd ROOF DEAD LOAD: 10 Pd FLOOR LIVE LOAD: _A5_ pat FLOOR DEAD LOAD:JQ__ lid JOB ADDRESS: \\��a�� MODEL: Date Drawn Revisions : 5-23-18 5-23—I8 Smoke detector revision GARAGE Drawn by: RIGHT c.c.u. BY SCANNED Checked by: St. Lucie County n.R.B. IQ�- - Roof Zone Walle Zone 4 0 - Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones Roof Zone 3 Sheet Comm # j . 12-21 B FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.s. I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter steel 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. 4" 4. No dissimilar metals to touch. 2!/2* 2h^ 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3,8. 0 6. Drywall at ceilings shall be leveled and attached to bottom chord V of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. h" 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. II. 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 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam i" x c• P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation qof nailed to nails materials exposed on the underside the roof deck or on the attic walls shall comply prior othd� attaachmen with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4i5, C514, C630, C931 C960, , Cl002, C104-1,011-1, C1178, C1218, C1395, or C13% and shall be installed according to the following: f FBC R102.3.5) ..., ... .. • .. a.. , Drywall Thickness Location Orientation Framing i ben Spacing Maximum Max spacing of fasteners Nail siring options for installation gor drywall into 2'x min. Nickne srs Nall Screws Carling Perpendicular 24" i" 12" 13ga 1 3/8" long with 19/64' head �2 0.098" diameter x 1 1/4" ion9 annular -ringed or 5d coder nail 0.080' dia . x 1 5/8" long with III head WaOR lls Either Direction IL" e" IL" OR Gypsum board nail 0.08P die. x 1 5/8' with 9/32" head. Carling Perpendicular 24" I" 12" 13ga 1 5/8' long with 19/L4' head / 0.098' diameter x 1 31/8' long annular -ranged or Ld coder nail 0.092" dia. xR 1 1/8' long with 1/4" head Walls Either Direction 16" e" 16" OR Ggpsum board nail 0.01115" die. x 7 7/8' with 14/(4" head. Install SGD thru buck into block with 3/IL" tap -con with 1 1/2" penetration at L' o.c. max from each corner and 20." o.c. max thereafter at head per product approval Use 3/I1." tap -con with 11/2' penetration at III o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1311 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed with►n floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' III screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with common resistant tin caps and with 1.25' ring shank nails spaced L oc. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurriepp na anchor at egch truss with (10) IOd x I I/2 nails ( 24" o.c.) superMax 181olba, uplift Aluminum Drip Edge t Fascia 2' x 0 Sub -Fascia Kagcon full o vent Yawl adfit i using 1/e" dim shank x LBO Ianti roofing nails with 3/8' dui. head product approval - we chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell 12 4I-- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord or trusses I/2" dryeall with smooth finish Two rows of beam block Pilled with concrete pand (l) #5 bar cunt. in each row. Substitute I� tarcont.(bottom r rowc concrete opening&) #5 sl 1/2' dr wall over I" x furringg strips al IL' o.c. with R4.1 rrroil insulation on typical 8' Block walls = All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. Zo Mortar to be Type 'M" on] g proportioned per FBC IIand Mortar joints shall comply with FBC R40I.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...> Fill call with concrete and (U #5 bar vart. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted lee foundation I of f Grade T NI 14' ire p an n es ax r spacing at operings 4" concrete slab with fibermeah OR 11 #10/10 WWM on L rml Visqueen over clean compacted termite treated fill IIIIII=1lll �IIII���,IIII- IIIIIII��1,111 14' x 14" Concrete footing with (2) #5 bars cons. and #5 TY P i C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq" ft. Total Cubic Ft = 11,548 2" VTR I I I 211 VTR Master r�� I Lev. I 2• I Lev. 4' 1 2" VTR Imp. I JL I I Ka. Sena i I Kitchen r I I I Lev. 3" W.C. Bath #2 sh.. SO C'O. Te septa PLUMBING RISER n IN 1" x V P.T. Buck nailed to O block with case hardened nails Head prior to door attachment O i fixed door sliding door n Masonry Wall Bottom Track Typical Flooring ; ::'.. =' .. r Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail_ 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS rl Window Schedule Mark Size Rou h O en. Window Descri tlon PRESSURE ZONE I. 4'-5%"x 5'-3%" 54Ya"x M/4" Single Hung ZONE 4 2 V-2%'x II Vie' is' x 13 i4" Single Hung ZONE 4 3. '-2" x '-2 1/2" 1 21%2"x 38V Single Hung ZONE 4 4. 4'-5V x 4'-2 Vie" 1 Ws"x 54,1e" 1 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 bg contractor with manufacturers specs prior to construction Door Schedule 'lark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 'I'-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O' X 111 41 %4"x 83N, Fiberglass Panel - Inswing ZONE 4 C III X 6'-8" "If x 81 %2" Skdmg Glass Door ZONE 4 D 2'-0' X III Sokd Core - Wood - 6-Panel -Si-Fold Fxuahed 24' x 81 �2" E 2'-6' X V-8' Sohd Core - Wood - 6-Panel F 5'-0" X III Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8' x 13/4" Sohd Core Wood, Steel, or Maaonite Door H X-8' X V-8' Solid Care - Wood - 6-Panel 9 N 8'-6" 12" x 12' Concrete column block Pilled with concrete and (2) #i bars vert. tied into lintels above Covered Porch 34'-O" 9'-6" 14'-0" EGRESS 12'-8" it I C MASTER 8'-0" to T-1 If A.F.F. gL BEDROOM Vaulted Ceiling 8'-0" A.F.F. AliI Flat Ceiling IR AT R ON I I Rod Shelf Vanity to lie 34 %2 hag nto i i ie m 8'-0" to 9'-8" A.F. Vaulted Ceiling 2' x L' knee -wall below counter top '$ L SET 0 I p� I r \ DINiNG I I ROOM I ; ,R L _ _ e" Rod Shelf s L" Q a. iCID, Vanity to be I/\ I " B A T 34 Y2' high I High Wall KjITCHEN = n co ver an 8'-O" A.F.F. iv Flat Ceding 10'-5" -O MShelf- pper ca insts to extend over et. c�. Rs;. IT--V'-- 8'-O" A.F.F. u IS Flat Ceding ao aCL ~0-SECOND N BEDROOM tti O EGRESS N ®� a - I a H. -II baea a-. _ 4 4 " Steel Ballard >sp= i4 detail an this shoe wi x L Awe Asom light j Provide auto closer Q Q -wLh - 4" 15 ._, I A- -- - a iui r z O 12" x 12' concre a column block filledCC VERFEED O sith concrete and 2) #1 bars v rt. tied Oa in into [I tell above 0RC N " 5'-4" 4'-2" 34'-0" Install windows thru back into 2'-L' X L'-8' Solid Core - Wood - L-Penal - BI-Fold block with 3/IL" tap -con with K 2'-8" X L'-8' 11/2" penetration at III o.c. max Soled Core - Wood - L-Panel - BI-Fold from each toner and 20.' o.c. max thereafter at ambs and 20" o.c. max. Exterior Pace at head and will per product approval ALL Exterior doors to withstand pressures stated in permit info of wVarle Buck to be I` x 4' P7 box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRES wall GARAGE `-4" A.F.F.OIL O Flat Ceding O r-----------------i 1--_ Block wall in I garage to be I struck block I i I I I I I14'-6" Exterior face of wall � 1 r I I I 3'-5" 0 T n O filler i 4'-O" A/C o i eter Attach buck to block wall with 1/4" dra. Elco conc screws with min. 1 1/4' penetration at 12' oc. max and 4" max from each toner thru III x " PT Buck O iv SURE STATED IN PERMIT INFO BOX ON SHEET #1 I'x4' P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �-\#8 Wood crew. thru iamb into buck All lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and S' o.c. max and rough opening dimensions t0 be verified by contractor Detail at windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at DOOr prior to door attachment With manufacturers specs prior t0 construction INSTALLATION NTS NTS Braden t Braden AiA, PA Date Drawn Revisions Architects - Planners Wynne Building Corp. 5-23-18 5-23-18 Smoke detector revision Sheet Tel S.E. Coconut Avenue The Grand Carlton GARAGE Drain by: Tei (�i2) 281-8258 C.C.U. Fax " bade 28Ocomca 3 Spanish Lakes Checked bg: 2. E-mall: bradenaia comcast.net St. Lucie Count Florida Stuart FL 996 #AA ODOO 2 D.R.S. OF 5 Comm # 12-2-1 B Comm # 12-2-1 B e Z) I 117%U1..e I UiCf'_�L IXL/ I r_—C;: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2.500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FiLL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60. MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. U. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI i5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite llon after Inside the foundation perimeter shall be done after all 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment O.C. max. Provide (1) filled cell on each side of openings Up to 5 —11 wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6' _6" to 9'—I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for Soil test prior to construction and provide containing materials and shall receive application of a copy Of soil test t0 architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert. w/ 30" overlap - at each filled cell 4' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade �E 11 —IIII III IIII— I footing14'd with concrete baroneontc 14" TYPICAL FOOTING DETAIL SCdI P 1/'9" = I'-n" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per foundation plan y., 101, (2) #5 bars cost. bottom steel 12" l_I DETAIL AT GARAGE STEPDOWN 12' x 12' concrete cokm block hilad with concrete and (2) #1 bars vart. tied into lintels above Top of looter 16" below finished floor COLUMN F SCALE 1/2" = 1'-O" Verifg house slab height in field 30"x30"xl6" concrete column footing with (4) �= #5 bars each way �1��II���•�il Thicken edge to 8"x8" with concrete and one #5 bar continuous 11111111B 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #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. VxV $10/10 WWM on 10 mil Visquten over #5 bar in curb clean compacted termite treated fill N-1 NN�A n'-n" a F ;= m E c — II,. ' III III I 14"w x 14'd concrete monolithic footing with (2) #6 bars cunt. 14" �9 GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at IS' 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinale 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 Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 32'-8" I 4" concrete slab with fibermesh OR 6"x6" 410/I WWM on 6 mil Visqueen over clean compacted termite treated fill7 I FI I V I I O I �I o OI r - - 4'4 Steel Ballard I -W 7� I Stilled a/ Concrete g I I F _ >o I I I md� I I FI E a _ I E `' I ° ° at 3 ° I ''�� I, I ° I Qy ° I O I� cr� I — o i LU I �I ® = - O ;a 14'-6° a I r 14 v r—� ® ° L— Recess for O ° garage ESoor J J ° — — — o ° 6 ® II'-61, 6'-2" 3,-5" 91_O11 2" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above I 34'-O" 20'-0" 14'-O" — r 10'-O" ° 1- ---- r----� — -�-�- ° L Imo© � L_J® � ----1 I FI Filled cell under - girder above i0 I FI m I Rear Patio/Slab I ® LU L--to be poured separate -7 L from the house slab. I ii ° r I I I Thicken footing to 24'w x 14'd x 24"L CL under filled call FI I ° ° Z, 1 I under girder bearing. I r— — — —— — — — — — -- I F1 \ Rear Patio/Slab to be flush with bottom of sliding door recess. Slops 1/2' _{ I I I I I I FI I I Wynne Building Corp. The Grand Carlton S anish Lakes S�. Lucie County Florida 0 n J 4'-0° A/C M I n FOOTING SCHEDULE Mark sae Description i 14"111 x 14'0 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS 12"W X 124D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x 140D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e'D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS ®14"W With x 14'0 Curb at Garage MONOLITHIC FOOTING WITH 2 #6 BARS CONTINUOUS - CURB t 0'-0' Date Drawn Revisions 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn bg: RIGHT C.C.U. Checked bg: D.R.B. Sheet Comm # 3 " 12-21 E3 OF 5 Provide #5 bars with min. 48 bar diameter overlap into beam. Tie filled cell steel Into continuous beam block steel. X�_ Provide 85 bar set in pre -cast lintel Into beam where length of the opening calls for it. Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 2,4" o.c.) supporting Max. into beam either wet set or in 10d nails Into truss. Add e(22) blocking to 1810 lbs. uplift QH ETA 20 truss leg per detail on this sheet ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on resep re for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressure zone 1 6" „ 8d ring shank 45 psf Zone 2 8d ring shank ib Pat Zone 3 4 " " 8d ring shank 84 psf ** Zone 3a L" Lot #8 wood screw 112.5 psf ** Use nails or s rews based on Ares ure for roof stated in permit info box on these plans for zone 3 Concrete ., Lintel Column Verify with Plan Rebar 48 Bar Dia. Min. Overlap Provide Cast -Crete = - eU8-013/OT precast '- [Intel set in mortar Min. 8' Bearing -- - 12"x 12" \ lumn Block Rebar to Lintel Attachment BEAM SCHEDULE Mark Size and Descrl Lion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with its 90e bend bar with a 10" min. lap at top bar. ovide PT Buck .ached per jamb ads into filled cal 4' Pre -cast Sill Filled Cell r #5 bars with min. 48 bar re overlap in filled cell. Tie ell steel into continuous steel. CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Not 2' x 4' blocking to yen. leg of ay trwith IOd x 1.6 male at 4' oc. II Smpeon MGT into ad using dia. inn. 12' wt eeae() ad rinds into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick h�tht textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using sd nails. Substrate to be 19/32" CDX Plgwood nailed at 0 o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all lap% and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this shoat LINTEL SCHEDULE Mark Wmdw � 8� c 8"t f center ows •Ni4bove� Bottom Steel sus Top steel Sus MG.riaL Losd (PLP) Max. Laud (PLF) Mmc Lid (PLP) L22 2'-2" V-0 I PB-OiB/IT — I 86 30eq Bit 1024 L31 2�_ ,- 41-O' eFe-OB/IT — 1 86 26N 1363 its L45 41-54 S'-W ePa-od/rr 1 85 lux 4104 33q LSO 5'-01 61-C 8Pa-08/rr 1 85 1238 an 121 LLO c'-8' T-C ePa-OBAT 1 86 Ion 121 534 LSO V-O' V-4" SPa-id/2T I 86 2 86 152 Still 512 L9O s1I 101 ePa-1e/2T 1 85 2 86 643 630 401 L906 T-O' I(Y-;" aP1c-n5/2T ONE 1 #5 2 85 MISS 1" 401 LI00 I MY-O" n'-4• 1 OPS-10/27 1 #5 2 86 582 444 462 LIOOB XV-O• III aPlt-6/2T ONE 1 86 2 85 13f"t 1025 452 L120 M1'-O• W-40 ePa-I8/2T 1 86 2 85 411 420 324 LM O S I21-W IV-40 111Pli-11I ONE 1 89 2 85 Io16 110 324 LHO 141-09 111 SPli-6/2T ONE 1 86 2 86 1260 Aoq 2641 LIAO 141-00 111-4" spa-I"T 1 85 2 86 Soo Pt2 n4 LKOB W-O' 1 11 SPli-ft/2T ONE I 1 85 2 85 '150 Soo M4 - 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 K-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane e c or at each trues with (10) la x 11/2' nails — ( 24" o.c.) au'pporting Max. 18101ba uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" Kagcon full c vent vmpl soffit installed using1/8' din shank x 9.5" long gaiv. raving nala with 3/8" die, head per product approval -see chart sheet al 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 #5 bar continuous BEYOND Top of tooter IL" below finished floor IIII=IIII III - 77::: - III—IIII II I,;, IIII 12 4 1/2" thick s attached to frammg with no lea then horizontal so tnti vertical Aluminum Dnp Fascia Edge t Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web II lath vertical Goad s to pravWe :rattan Rita 3/4' penetration members 5/8• thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan t IIII-IIII, IIIIIIIIIIilllllllll IIII T uelcal ml�r Brace Gable and with 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) 10d nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. In each row. Substitute precast lintel filled with concrete and (l) #5 or Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16' o.c. with R4.1 Il-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102 i and shall meet all pertaining ASTM codes. �o Mortar to be Tube 'M" onlu brobortioned Provide Uur-O-Rock at all -wet areas Fill cell with concrete and (l) #5 bar vert. (typical). Max. apactng shall not exceed 48" unless otheruase noted we foundation plan notes for spacing at openings 4' concrete slab with fibermeah OR V/XV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I- IIIIIIIIIIIhIIi1111;��1_ F1 I I Section at Front Porch )„ = I,_n„ N d w W � X Q) cv Haan a 2 to u� to d _ �C,4 s NOW vFAINIF FAA �s� I N PA NAW"A er, 1112WIA I M IW4 or spacing over ASTM D it Installed with imm. 4 side laps and V end it detail -on this shoot A � III il Lima 1W to to � X t Oq 4to `rLa UJ ti OD Ems: NUN /C Brace Gable and with 2" x 4" SYP #2 min. -Oft back nailed to bottom of top chords using (2) IOd nails at each truss R601.1 ETA 20 tubs etc...) ROOF FLAN OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1 PANEL "A" Poles DR Load Wire Description airc# cmo# Description Wee Load OR Pelee 2 40 1.0 kw #8 A/C camp 1 2 AHU 810 3.6 kw 30 2 3 4 2 30 4.5 km #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 # 1 20 1.8 kw 812 Pwsp 9 10 Dr ar #10 5.0 Its 30 2 w 12 1 20 1.5 km 812 13 14 1 Dishwasher #12 L2 ke 20 1 1 20 1.5 km #12 Microwave ,5 N. Rerngerator 812 1.2 kw 20 I 1 20 1.5 kw #I2 Kitchen S.A.C. m 18 Recepts 812 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 14 20 Recepts $12 20 1 1 20 L2 ke 912 Clothes Washer 21 22 Recepta $12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Rocepte #12 20 1 I ZO 1.4 kw #I2 25 26 Recepts #I2 20 1 1 20 1.92 km #12 21 28 Rocepte 812 20 1 1 ZO 412 General Lighting 29 30 Recepts $12 20 1 - 1 20 #12 General Lighting 31 32 Racepts 212 20 1 - 1 20 - #I2 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI $12 20 1 1 ZO 8I2 Smoke Detectors 31 38 General Lighting #12 20 1 F 20 #12 Bathroom GFI 39 40 General Lighting 812 20 1 S are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description otiti. Watts Total(Watts) General Lighting. (3 watts ag ft.) ..... . . . . .......... .$mall_ Applrpnce_ Circult(s) . . . . ....... . . . . . .. . . ........... . ,Re nge.............. .................. ......... ............. Refr{gerator.................................................. Microwave ................................................... .1............ Dish .Washer ................................................... Clothes„Wps#1er............................................. Glothas..Dr9gr................................................ Water Heater ... , , . Water Pump ....................................... Garage, Door , Opener .................... I'135 3 5�05 2 1,500 3,000 1 12.000 12,000 1 I 00 1200 1 IS00 1,500 I I 00 1200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 18 O 1 1800 I 810 810 Total Watts 3'1.415 First 10000 Watts 9100% 1 10.000 10.000 Remainder 2-1,415 e40% 1 O 10.966 Electric Heat or A/C 10.000 a65 5 I 10,000 10,000 Calculated Load Watts 30.966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 1291.03 Panel Size Required = 150 Amps Electrical S mbol Legend 5 Single Pole Switch ® Recessed Can Light Sy Double Palo Switch [9Egebail Recessed PB Push Button Switch _0� Exhaust Pan -9 Duplex Outlet -¢- Calling Mounted Light '0 Special Receptacle 0- 1 Wall Mounted Light ® aterpr gr a circuit Floor Duplex Outlet Light with Pull Chain (attic) O Computer Connection Jack ® Carbon Monoxide Detector 1[2 Flood Light TQ Thermostat 11250 Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack Telephone JackA Dic A/C Discoinect EN I x 4 Florescent Light® 2 x 4 Florescent Light Speaker Hook -Up Intercom = JUNCTION BOX TO SUPPORT A PAN = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: H.B 4 Vent _thr_u__ O�1}rlt PATIO/5LAB I 1 GR AT R AT 1 1 I Center Registers 1 IOxlOx 1 on calling ran 169 xd e I DINING ROOM O 232 CFM 12x6xl I I I 16e 1 I I I I L SECOND BEDROOM I 12xd2x 9 ,4 B/A 1� 12 163 CFM IoxdO)d MASTER BEDROOM 163 CFM I0x1O)d FICA /A IZ15/A LOSET 0 o I Mn I o I ? Fj I l" Att Aeeiws i COVERED PORCH MECHANICAL LAYOUT SCALE: 114" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electrical system and provide all 14. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 4. ALL exterior outlets to be WP/GFI protected. IS. All work shall be done in accordance with the N.E.C. and "I. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical s stem shall be coin letel and effective) 10. A/C Refri grant lines that are run thru slabs must be y p y y sleeved in grant grounded as required by the latest edition of the N.E.C. II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all lees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. Ail work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public Inability and property damage for the or as selected by others. duration of the work. IL. Contractor shall For all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be Installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Yenta to be installed per FBC RM1502 let 150 Amp Panel GARAGE ----------------- I ; I I I I I I I i I I I , A/C disc. ISO /O Akumnum Peed 1 %a Uanclut, PANEL TE AHU 20 PVC If FPL 2" rigid service PPL oar05 eoMe art" m shy 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 Yet at thr-u- Soffit eter Braden 11 Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Pax (112) 281-8283 E-mail. bradenaiaecomcast.net H.B. Exhaust Duct Thru Soffit - Wire For e Front Post Light / (^ overed Porch `, 1�1 \ i I / WP GFCI tvjb, I Sr CAR AT MASTER BEDROOM R O M Smoke / Carbon _ - - -- Monoxide Detector Combo I I I _ Ir-- -I- i 1 LQSET 11 I I1 I - DiNING GFC1`�- ROOM 1, 1 G CI ,r{ / FCI GFCI 1 1� � I ----- KITCHEN 1 C Hines C.M. Detector V-2" 3'-2" 124„ oRn3g4p3r FBC 31116 T1✓i 9L_ r w w ( enter tttC�uuu 0� COND /' IQ1t� BEDROOO191 i Y / a GFCI / \ \ P ORiC I-1 / GFCI MA 16" _ \u/ 1 III Att xAccess I withlightJ % Optional � i W/O Amp panel location / Panel Pull chain / light in attic Il. 42"h GFCI GARAGE Garage Door Opener r-----------------, I , I I I I � I I I ; I , I , I I ELECTRICAL PLAN 0 N Wynne Building Corp. The Grand Carl Spanish Lakes St. Lucie County Florida Light with cell N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet under disc. L shown For clarity A/C SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I-f.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm 9 F-j 12-21 B OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IIA IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less &I 30' to 60' Span 60 degrees Sprea er Bar or less ;/2 1 ag Line span approx. REFER TO BCSI Truss must be set this way if crone used. Truss is an example, your truss may not match. isist crone operator sets truss this way. (rag —Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crone used. This is on example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. Q AIF=Z_ HAIVE=3NLIII F2 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 HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. Truss SEAT PLATES BY CHAMBERS A INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F__ upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F upsti l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A m A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT The Architect's or Architect's represontetive'r, .shop drawing approval Is NOT a "double Cheek" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's oview of truss strapping, and loading on da and their a ctive location`�r�s` Approved I ��\v ��.. Date'._..._.____ ___ Braden Braden A.I.A. P.A. GARAGE RIGHT FABRICATION AGREEMENT 1SSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RE7 legal description of the property where the trusses will be Installed is: �u, wrcu aaRnowleages and agrees: 1. Trusses will be made In strict accordance with this truss placement diagrai which is the sole authority for determining successful fabrication of the trusses. 2. All dimenslons In this layout have been verged by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within days of delivery the undersigned agrees that no backcharges will be allowed. In t such written notice Is furnished Chambers Truss shall have three (3) business days to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt or "BCSI 1-03" summary sheet by TPI & 5. Delivery is to job site. It is the buyers responsibility to make the job site sui delivery. Chambers Truss has the sole authority to determine the suitability of the job portion of the job site for delivery. Chambers Truss will be responsible for dump deliv The buyer Is responsible for additional delivery expenses if Chambers Truss has to because job site Is not prepared for delivery or buyer is not prepared for delivery of Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change If any changes are this layout. revisioner hour fee for ed f embers Truss, ThiiaPURCHASE ORDERtoChambers Trbe uss of SUM agreed to, agreement a reasonable price. Invoice will be made on delivery and paid within tern on delivery. Invoice may be made at scheduled date of delivery if buyer cannot delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss rea attorney's fee for collections in event of payment not timely made. 1.1/2 "% per month charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms he, 9. In consideration of Chambers Truss extending credit for this material the uncle unconditionally guarantees payment when due of any and all indebtedness o Chambers Truss by any entity receiving material and the undersigned agrees to. p, indebtedness Including attorneys fees, if default In payment for material be made recipient. 10. In the event of any litigation concerning this agreement„theltems furnished-hei or payments referred to herein, the parties agree that the sole vbnue 1orany„V ad )e Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommuideline ended G G Responsibilities For Construction Using Metal Plate Connected Wood ended %NSIrrPIA1VTCA 4 - 2002"" )ATED AGNED :OR TITLE A spreader bar maybe required per "BCSI 1-03" t4 prleuerrt I jury & dam Multiple ply trusses must be fastened together pe engineer before they are set, failure to do so can result In roof collap Temporary and permanent bracing are required and can savE and property and Is the responsibility of the truss erector Study the contents of the information packet included on deli before setting trusses. Trusses must be set and braced perdesign to prevent injury dainag Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or at other concentrated loads on trusses, this can cause collape DO NOT SET TRUSSES USING THIS LA YOU' USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSE CHAMBERS TRUSS INC 3105 Oleander A onue Fort Pierce, Florida,34p82.6423 800a551-5 32" Fort Pierce 772466-2012 Feic 772-485-8711" - Vero Beach 772-569-2012 Stuart, `''772-286-3302 Web Site: CHAMBERSTRUSS COM Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-1 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. � al`I +. Top Chord Live 20 y Top Chord Dead 7 4.2 s .. o . c Bottom Chord Live 10 Non -Concurrent E *' Bottom Chord Dead 10 3 o ` TOTAL Load 37 7.2 v w Duration Factor 1.25 W 'o Wind Speed 165mph _R Top Chord C.B. Sheeting by builder. N H Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" c' \;e, Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W F- 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: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11323 759.2Ce l /)4/0