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HomeMy WebLinkAboutBuilding plans, 1709-0275Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x LS" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails snaced 6" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach 5/ u.. triCK cut coral coral r Inlstiea stucco nanas finished stucco bands RIGHT ELEVATION 12 '4 1 SLOPE 12" SCALE: 1/4e = 1'-0" ELEVATION DOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced L o.c. at all laps and two staggered_ rows 12" o.c. in field. Attach .Ji v 6111a n �' 1 Wi ui SLU(.C"U Uri L!4PIC.01 GU(IGI C LC finished stucco bands block construction - Overhangs at 1'-0" unless otherwise noted on Roof - Roof pitch at -4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 Ang changes to this plan shall be submitted to the 2( ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior t0 Starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end /� laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - R e t u r n ALL Stucco Bands into Window Or D oor. . 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 \ 5/8" thick x 8"w cut coral finished stucco bands \ 5/8" thick light textured stucco on typlcal concrete block construction Finished Floor - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. Windows & Skylights Opening Type NOA/ST FL NUMBER Product Model # Manufacturer Glass Attachment method EX *ration Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors 6 x ypcons ni pqn�}LptLon et mqx om eac� corner end 6 o.c. theres�'tar througl PT Buck into ao ld Pilled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. ± 60 of p A IL-0330.02 Overhead Garage Door Model 824/e11 9'-4" max width 16'-O" max height pqg rat x ue to cornets blockex i e cellsit e5 ba vet us n® 3/8' x L' Hilt, HLC 6b ea[ eve whu a B' of tM1 1.35 fie. ueNes firth inn 1' edes dutmu. Install creek to buck sirtlas s� a"das d.tta a t"GC toB etnct ad i for proedaci epprwel reside l/IL' I nut on rdly shuts. IQ-t1-21 + 50.0/-60.0 Sf P B FLU IL614.I Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4" din. tapeon with min 1.25" embedment at 3" max from corners and ITS' ox. max thereafter in head and Jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI WIndOW6 and doors i%- x pcona w mi . Aenetreuon at max. on each corner and o.c, al dou�le row thereafter through PT Buck into solid filled CMU welt maintmmng min 2.5' edge distance m strict adherence to the did a royal. + 4$.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E Sirstion Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" topcons with min 1 1/4" embedment u penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. H AND Sm ON ALL DOOF ;C CODE SF 6 AND WINDOWS Roof FL# IILSI.12 SV Crimp Metal Roofing g Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5"NISPECTION wood screws with self sealing washer at 12" o.c. max aRacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 aide laps and 6" 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 roof plan APPROVED - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" Vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using US x 3" wood screws at each truss. Install soffit to battens using .12" n. x I. Iona r an nail with /8' d +55.0/-35.0 PSF Hurricane Panels Flu 15019.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" din.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF - 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 REAR ELEVATION SCALE: 1/4" = V-O" Plan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D architect (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end / laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (\/ s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 SLOPE Frilw�-Iicw i in Lo J, -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 170�� ✓TF%A ED R C ry-BL LP OC Dld111(.1iV /IE1VE y C 'E iTe NS 411'D PER,' "MUST B -� M1'O INSPECTION IVILL BE b1AD FT ON JOB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RqEOUIREOQ,BY FIELD INSPECTORS THAT /8" thi AV 6�. 2AISAITAt ORDER TO Dral fIn15 LYVVd0"Pf{pIp CODE1. CONCEALEOFASTENERS ORATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOROFRECORD ALLMANIMADTTJAULABILEIIIIIIIIIIII1140MING U FAOTORS AND SHGO OOMPUANCE WITH FBC ENERGY CODE MUST Pll "ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED TERMITE TREATMENT REQUIRED 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I�.0 DIIJ:U�:' 5/8" thick x 8"w cut - coral finished stucco bands SCALE: I/4" = 1'-0" Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP I/2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x '4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential. 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: il'-0" Roof Pitch: 4:12 Internal Pressure Coe Iclent: ±o.18 TPWind Subjectabihtg to damage from: Weathering: Negligible Termites: Veru Heavp Width of Roof End Zone: 3`4" Wind Speed: I45 mph ultimate E osure Classification: C ITzCI♦ Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pef Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 oaf Shear Walls Considered for Structure? Yea Continuous Load Path Provided? Yes EM = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: par This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: � psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --i-S psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" 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 so ksi steel plate) a minimum 1AOO P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o r2 r2" 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/a" 0 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws er FBC R-102 3 5 2 � CRASH POST DETAIL 1. ALL wood in contact with concrete shall be pressure treated. 10 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" Wide door at one bathroom for handicap accessibility requirements. �,. 2�; 2��, y2, 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 I6. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R314 — see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 Ccf60, C1002, C1041,C1117, Ci118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing installation or into Maximum Nails Screws wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" Iong /2 annular -ringed or Sd cooler naiOR 0.080" dia. xx 1 5/8" Ion 9 with Walls Either I6" 8° I6" Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Id cooler nail Walls 16 8 16 0,092" din. xx 1 1/8" longwith D rection 1/4" head OR Ggpsum board nail 0.0916" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with _- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" 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 aapprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance With ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanying 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 MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood Back using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson BETA 20 or equal hurricane anchor at each truss 12 with 41 o c.) x I I/in nails ( 24" o.e.) supporting Max. 4 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed using 118" dia shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap at each filled cell Grade TYPICAL PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses —1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furrin strips at 16" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R6O1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill I- 14" x 14" Concrete footing with (2) #5 bars cont, and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" om T Masonry Beam I Sllding Door At Masonry Wall N.T.S. IN - : d fixed door sliding door 1 1/2" Sill Detall NTS AREA CALCULATIONS Living A/C = 144L 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 = 11,5L8 2" VTR JIL I I I 2l' VTR MasterC�� JIL Bath 2'Ilrl 2• Lr I Lay. 1' I 2" VTR W.C. 1 J� 3' 1 2• Sher. 3 I Kit. Sink I I Kitchen 2' I I Lev. 3' W.C. Bath #2 shwr. 3" CO. To septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall cal Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5/8"x 5'-3%8" 54%a"x 63%," Single Hung ZONE 4 2. 6'-2%"x 5'-3 %" 15" x 63 /;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21y2"x 385's" Single Hung ZONE 4 4. 4'-S%"x 4'-2%' 54%'x 541.' 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 wlth manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, l4" x 81 %2" 'Of' race" e" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %2" E T-0 X C-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X C-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 uI 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 34'-O" 12" 8'-6" 12" 2. EGRESS 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p Covered Porch o - 12'-8" O E N ME1 mill I ICDIE MASTER © I ° U C: BEDROOM i \" ao n 0 U v� wa 8'-O" to 9'-8" A.F.F. 8'-O" A.F.F. Vaulte Ceiling Cn a`n E Flat Ceding GREAT o ROM O (V I � E Rod t hell I I O H B Vanity to e i° I L I -Iv 6 1 34 %2"hig a I in n C L O E I I-O" o o 2" x 6" knee -wall S to 9'-8" A.F.F. J below rr r IOC counter top I Vaulted Ceiling DINING Is" LINEN CABINE Rod t Shelf _ ROOM Q . C w 0 I I DW/ \ W A T H ``� I ~ E o Vanity to be AO 3 I I 34 %2„high a • (41") 9Y," 3/41, O (V II'-0 -I E High Wall M KITCHE 1 O Van Dryer thro gh wall O L LU 1-1/2" - I — _ — — A.F.F. Overrfiang dO - Flat Ceiling " o Upper cabinets to D pry+ 2" filler I iv extend over ReF. 3'-O"4" er Rqoqa� I E BATH — i vnmg Nm1-VeaC — Rod t Shelf O R—II Batts nsuistion r —I E 1 4"o Steel Ballard See detail op 1r,hill-sh$e 1, I m Provide auto I Attic Access °C F >O I n closer I with light J E w - - - - -Q e22" _ _ 8'-O" A.F.F. _17 150 Am Flat Ceiling oQ Meter P ne1 0 4„ SECOND 506 in 0 n n C�ARAGr- E RGEN Y BEDROOM E E - EGRESS _ m O e'-4" A.F.F. EE MT OE � Flat Ceiling E E � I F\O-, O E O r----------------- 1 EGRESS r Block wall in ° E E I garage to be i = 0 0 O oo E struck block i 1 -c vER D 12" x 12" concrete column block Filled PORCH with concrete and (2) 1 bars vert. tie O into lintels above 6' 2" rA E E L° ° N u° ( �° Q° Q° EE "o Nit 3'_5„ 2'-8„ 2,_8, 4,_2„ Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6' o.c, max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and aid per product approval of wall —\ \ Buck to be I" x q" PT x4" P.T. Buck nailed to block with case hardened nails Detail at W i n d OW S prior to window attachment Braden t Braden ,AIA, FA Architects — Planners 41Z S.E. Coconut Avenud Tel (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaOcomcast.net Stuart, FL 34994 UAAC000032 NTS Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Exterior face Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" O.C. max and 4" max from each corner thru 2" x 6" PT Buck Detall at Door Revisions : A b crews thru jamb into buck ige and IS" o.c. max and prior to door attachment NTS Sheet I Comm # OF 5 , EK1�.1111i 2 3 4 5 f= TRUCTuRAL NoT�_-s ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FOLAD/4710N FLAN 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 #1 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 I600 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 2800 psf. Should any other conditions be encountered, the architect Shall be notified in writing for revision 4. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I US bar vert. at 48" 0.C. max. Provide (1) filled cell On each Side of openings upp to 5'-11" wide. Provide (2) filled cells on each Side of openings from —O" to gi-11" and Provide (3) filled cells On each side of openings from 10'—O" and up Contractor to see plans for ang 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 Surveg — Form Board Surveg to be provided to Truss Company prior to truss construction 1 Contractor to provide for soil test prior to construction and provide a GOpg of Soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-301 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/Thicken edge to 8"x8" 30" overlap \SEE TYPICAL with concrete and at each Filled cellSECTIONS one 45 bar continuous 4" concrete slab with fibermesh OR 6"x(" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 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 11 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ..K >... -I I I I I V _ L U1111,11, " PORCH SLAB EDGE DETAIL =IIII III IIII_ 14"w x 14"d concrete monolithic PF Footing with (2) 45 bars cont. SCALE 1/2" = 1'-0" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = I'-O" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar, floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 4"x6" #10/10 WWM on 10 mil Visqueen over #5 bar cant. #5 bar in curb clean compacted termite treated fill Steper dfoundation plan Grade e 0 m 10" (2) #5 bars cant. bottom steel 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 12° 14" fF 2 DETAIL AT GARAGE STEPIDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer I6" below finished flo 1r IIII IN III _c�mn �ootn concrete 2" x 6" PT wood secured with =II g (4) /8"dia. x " anchor bolt at I " o.c. 3 6 8 _IIII— = #S bars each way overhead door track secured to wood _ jamb per manufacturer's product approval 30" Garage Door Jamb Detail 2 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATI-D �-rrJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT .% SCALE 1/2" = I'-O" 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 O...,` . Sin le Filled Cell Column g 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 t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34991. UAAC000032 LEI I 190i111 iiii E° ° ° -- --------I — F I _ _ F ---F4 ----I- ° J J I �� _ �t_ I I I Filled cell under FI girder above I 24" __�4 J I I o I r J to Rear Patio/Slab r be poured separate from house the slab. oI ry I m I I Thicken footing to 24"w x 14"d x 24"L I FI under filled cell I Ell a I I under girder bearing. �— — — — — —- m IS U c I Rear Patio/Slab be flush with bottom of c a. W I-= I sliding door recess. Slope 1/2" I F- I �- I�- I I I h- to O I FI a H.B. I (� 4" concrete slab with fiber I esh OR O 0 a CXC 910/10 WWM on 6 mil V clean compacted termite tr squeen over I ated fill I 0I I C F— �- O 0 N � I I E�M�r� F1 r��Ar �I H.B- la F OO to --- - - - - -- I Ballard FI #I 4"tli Steel � Filled w/ Concrete 0 m I �> F5 , I 1 �01 I 0IdI to L__ a; v m -I E I E� I I I OI t! I L i Wo� IL!JEL" 0o o I - i I uir 1) I;z O -,I ')3 u �ElW I O\ I E E I L)�� IFS uv LLI I T T T T T E OE 0 I �� U 1L I g x 0 F4 0 —5 Recess for — — — — u 00 Garage or DD 00 --- °--------- ° 00 J JF 3'-51, 9'-0" 3'-5" 6'-2" 11'-C F 6' Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida with concrete and (2) #7 bars vert. tied/ into lintels above �. b FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS F 30" x 30" x II COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn Revisions Sheet GARAGE Drawn bg: , LEFT ccu :3_ Checked bg: rD-R-B- OF 5 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 26" Sd ring shank "16 psf Zone 3 14" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf _ Verify with Plan Concrete / Lintel Column `Vt 7 Rebar to Lintel 12 "x 12" Column Block \\ir� Rebar 48 Bar Dia. Min. Overlap A ttach7ert NITS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel n Provide Cast -Crete BUB-OB/OT precast lintel set in mortar, Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls For it. ovide PT Buck :ached per jamb ads into filled c, 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blocking 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 TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick 11ght textured stucco installed per ASTM C 924 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' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel #5 bars Lintel Bar Clear "A" ength Length Span Bars Bars CLEAR UIR,., .:•:) 2'-10" 2'-8" I'-6" 2,93 none 3'-C 3'-4" 2'-2" 2,43 none BF8-OB/IT BFS-IBAT 8F6-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none #5 bars •.• i.; CLEA ?�,"!!;` 4'-6" - 4' 4" 3'-2" 2,#3 none -' One Row of "H" 5'-2" 4'-0" 2,#3 none Block Above Precast Lintel 5'-10" 5'-8" 4'-C 2,94 none Additions! rQN! 6'-6" 6'-4" 5'-4" 2,94 none #5 bars ----� 4----� 1'-6" T-O" 6'-2" 2,#5 none BFIL-IBAT BFIL-IB/2T NOTES:�'-O" 2,45 none I. min. coverage of steel=1.5" 2. min. bearing required a as. all ALL reinforcing steel Is grade 60. 3. standard for reef. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or Door"He Unit Width Lintel Size Cast -Crete Specification Rows of Block Above Bottom Steel Size Top Steel Size Max Gravitg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" 3'-1" 8F8-OB/IT I #5 30L9 1569 1024 L31 2'-L" T-8" 4'-O" 8F8-OB/IT I #5 2561 13L3 1L3 L45 4'-5" 1 5'-10" 8F8-OBAT I #5 1105 1 409 339 L50 5'-0" C-0 8F8-OBAT I #5 1238 835 121 LLO 6'-8. T-6" BPS-OS/IT 1 #5 1011 121 534 LBO B'-Os T-4" BPS-IB/2T I #6 2 #5 152 591 512 L90 9'-0" 10'-Lo 8PB-IB/2T I #5 2 #5 L43 530 401 L90B 9'-0" 10'-6" BFIL-1$/2T ONE I #5 2 #5 1533 1183 4oi LI00 10'-O" ll'-4" 8F8-I$/2T 1 #5 2 #5 582 494 452 LI008 10'-0" II'-4" BFIL-IB/2T ONE 1 #5 1 2 #5 1366 1 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 LI20B 12'-O" 13'-4" BFIL-IB/2T ONE 1 #5 2 45 1015 110 324 L140 14'-0" 15'-4" BFIL-IB/2T ONE I #5 2 #5 1250 L09 259 1_I60 IL'-O" IT-4" Blil/2T 1 #5 2 #5 300 192 194 LILO$ I IL'-O" 1 11'-40 1 BFIL-IB/2T ONE 1 #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 FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails - ( 24" o.c.) supporting Max. 1810lbs, uplift Aluminum Drip _ Edge t Fascia 1/2" thick stucco on 3/8' hi —rib lath 12" TIA attached to horizontal and vertical wood Prammg with nails or staples to provide 2° x 6" Sub—FaBei no leas than-3/9" penetration into horizontal wood framing and 3/ ." penetration into vertical wood Prammg memhera Kaycan full o vent vinyl of installed using 1/8dia shank x 1.5" long gale. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 5/8" thick light textured stucco on typical concrete 12" x 12" concrete column block construction block filled with concrete and (2) #1 bars vert. tied Varies - see plan into lintels above US bar Vert. w/ thicken edge to B"xB" ? 30" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. 12 4� Aluminum Drip Edge d Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Top of footer 14" below finished floor d Poured concret Poured Concr concrete bloc Concrete Manufacti lummum Panel Imes per manufacturer See Typical Stud Detal 1/8' x 3/3R' Wing Nut w/ appropriate washer and spacing Par manufacturer'. Details \ li [_e lens Stud Detall Stud w/ Die Cast Zinc nrs Nickel Plated Wing Nut Plush Mounted Shutter Detall nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES H 24"o.c. TYPICAL ( shop drawings by manufacturer ) to in � X r O6 rn CV � +.) 4 ) L a� Q ° � Il d to 1-Z Jul U O if) p E q) 00 — Q V- " d 2 Eu, Brace Gable end with 2" x 4" SYP 42 min. aft back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth Finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (I) #5 bar cont. for bottom row over openings 1/2" drygwall over Is x furring strips at IL" o.c. with R4.1 PI-forl -insulation on typical 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RbOl.2.l. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) s Strap truss to wall 5/8' dia. threaded using Simpson MGT with rod with min 12" embedment Simpson HETA 20 into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet ( 24" O.G.) I ZETA 2!) IRIn supporting Max. Il.r I o+ FAFMF M74, is INNNN­ alli Fill cell with concrete and ROOF: O }--� L/f�\ I\�k n * 1 (I) #5 bar Vert. (typicaU. jl�'"' -Max. spacing shall not exceed HETA 20 48" unless otherwise noted see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET /6"xb" $10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill ANY CHANGES TO q1=III 1` IIII—I—II I=IIII=IIII IIII IIII— 11 11-Jill P�j =I=I I I -IIII IIII=1►1 i11i111114 i 1 Jill l 1- -�111 T Ical S�ctlon a �p t Front Forth scale : „ _ i_ „ Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradel las'comcast.net Stuart. FL 34991ss #AAC000032 Step per foundation plan a Slope per Foundation plan `r 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 Wynne Building Corp. Date Drawn Revisions 5-9—I1 Sheet Comm # ARA The Grand Carlton G LEFT E Drawn by: Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 i PANEL "A" Poles BR Load Wire Description tire# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 6 Range #6 12.0 kw 50 2 1 g 1 20 1.8 kw #12 Pump 9 10 Driler #10 5.0 kw 30 2 I 12 I 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 14 Refrigerator 302 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Racepte #12 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw 212 21 28 Recepts 412 20 1 I 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 1 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 912 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) ,General Lightmg..(.3. watts sq. ft.)... . . Small, Appl.ia.n.ce, C,ircult(s)..... ............ Range......................................................... Refrigerator ................................................. Microwave ..............................................._............ Dish.. Washer... _ ............................................. . _ Clothes, .Washer... I ........ . .. . . . . . . . .... . .. . . . Clothes...D.ryer„ . . „....................................... Water Heater ............................................... Water..Pump................................................... Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,964 Electric Heat or A/C 10,000 966% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps r Electrical S mbol Legend S Single Pole Switch ® 1 Recessed Can Light S, Double Pole Switch ® Eyeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light L.P. F Waterproof ground au t circuit w Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac ral I Electrical Meter s� Smoke Detector Ceiling fan © Television Jack ❑ 1 Telephone Jack , Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x '4 Florescent Light sr'KR Speaker Hook -Up ❑i Intercom i 163 CFM IOXIOxb MASTER BEDROOM 10 CFM IOXIOx6 12xl2x9 B/A I` ----- ------ a I ° 12x12x9 B/A PATIO/SLAB I GROIAT ROM I I 169 CFM Center Registers on telling fan 169 CFM IOxIOx I \ IOXIOxl L� 71 H.B. =CLOSE 1 ' CFM I ° 8x4x4 e I I 1 I I 8x4x4 ----' 12'1 I 3 CFM - Ventthr--__ATH DINING Soffi I ROOM io'• _,mow°-"^`---..... Meter r- - - - - -t - ;3 CFM 12x12xl W�H. I -22" x 54" I Attic Access with light L- - - - - r 150 Amp Panel GARAGE r------------------i I 1 I I I , I I I 1 I 1 I 1 I I i I I 1 I I I I ° \\// 1 FM iR7qA1 ex �ellin�C A T H - CT20x2O i I I 1 , f> I I lIb" 1 232 CFM 12x6x1 J \` SECOND ,. 35 C.4 F \� LF1 BEDROOM 12x12x8 B/A ® = JUNCTION BOX TO SUPPORT A FAN 10 = THERMOSTAT LOCATION M C H-� f C L A Y O U T B/A = BALANCED AIR Electric Notes: SCALE: 1/4" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It Is not the Intent of these plans to show ever P g 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 4. 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 GPI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done in accordance With the N.E.C. and 1. 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 compang. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refri erant lines that are run thru slabs must be 19_ The electrical s stem shall be tom letel and effective) 9 P 9 y sleeved in AVC grounded as required bg 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 by a licensed electrical labels where applicable. contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, tes ing, and blower 21. All equipment and panel sizes shall be verified before 14. inspections including testing where required All work shall be coordinated with other trades to avoid ordering. The contractor shall provide circuit routings to interference with the progress of construction. suit the Job conditions. 15. All required insurance shah be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liabilitg and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 23. All raceways and pipes placed in or through any concrete period years the date of acceptance or certificate of occupancy, or one slab shall be spaced a minimum of three diameters of the largest conduit or from any other gear from closing sale of house. pipe service. 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 Vents to be installed per FBC RM1502 COVERED PORCH OH,B. Vent_ thru So�`fit A/C disc. ISO 42/0 Aluminum feed AMP I %a" Conduit PANEL M TE AHU 2" PVC ( FPL)-� 2" rigid service FPL Bare #6 copper wire to #5 cont. rabar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaidOcomcast.met Stuart. FL 34996 #AAC000032 (,I Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet ,� under disc, u) not Shown ar Q clarity d AiC Meter O I v MASTER BEDROOM i i i PATIO/SLAB Covered Porch`, Tj 1 1 1 I UP��jjG'\JFCI \ 1 11 Smoke / Carbon R AT Monoxide Detector Combo O S I C 1 I I TV CLOSE = GFCI I I I J I DINING FI 1 [�---, I ROOM C \� GFCI I GFCI GFCI OAFM gyp(/i KITCHEN S r - Smoke / Carbon - - UJ Monoxide Combo - Detector \ CHIMES /24" 3'2" 3'-2" \ CJ F / - _.->1 C GFC\I 50 CFM V. F N GF GFCI / 42" GFCI w.H. // I -22" x 54" ,> 1 Attic Access O Cente \ with fight L - I f I 31�t 150 AMR ;D el ic Optional Pull chain panel location \ light in attic 42" GFCI GARAGE II Garage Door Opener r----------------- I I I I I I I I 1 I I I i I I I I I I i I I I I , ECTRCAL ALA\ 1 _ \�\SECONO BEDROOM PB / / \ `® y WP GFCI \ COVE HC� f-I / f SCALE: 1/4" = I'-0" Attic Venting Calculations 1=5C 2309.1 Total Attic Space = 2124 sq, ft. Venting Ratio VISO = sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Country Florida Post Light with '1-'"^ Photo cell I Date Drawn ; Revisions ; 5-9-11 GARAGE Drawn raven LEFT by: C.C.U. Checked by: D-i2.S- 0 (V 6'-3" H.B. Exhaust Duct 7hru Soffit s Wire For Front Post Light Sheet Comm # OF 5 SAFETY WARNING tLIFE Th s ymbol identifies Life Safety Warnings that should be read gi n special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE A TENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CnNRI II T RCRI Span;or less A& so degrees or less 30' to 60' Span Spreader Bar Tag ag Approx 2/3 to _--� e 112 of span Lie span approx. REFER TO BCSI Truss must be set this way it crane u,ed. This is on example, truss may not o,etch. Insist crone operator sets truss this way. 1,,5 Truss insist �s cro- REFER 1O SCSI a be set the way if crane used. .ample, w,.r o-„ss may no. mamn. e operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A R 1---1A"E::>1_FEE fR NO - Ill F== NLESS 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. ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector s hedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs Dome angle nails. AT PLATES BY CHAMBERS M. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 F__ upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r___ LO F; 12 2.00 $ 8 1 M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH IL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION / GAWWtieSTARTEDUUMTnfe Tnb bpY disa¢gbn of the ilroperlyw hors tw in. WE be mde In ddd eloluiu tliNYyautheV opmas flat no UMa»al be Installed Is: Nu P111111011loset dendb■6was�'a"' �"I undeftprd, r Ctlshmbro Trlre r,ahb leth (9p) yw M M Na.sd..m fr sveet ♦.tas aq■roW�Joobb� t1,fbsneMptd'SCSI 1-0T annuq!i1Me1tyrPl WfGS sarery 'yClsPhhw■lltrs hm fr fall WMtu dw 1Df"��to aft wta.w. br oi8wadfrlob alb fortfefPery.2mobers Dusswapf reoPorhse br dfrlobob d•. ti Myer b rasponabN fdr ■ddl4rl ddmy elm.r■s f Cthsrr bee Thiess�"Plhas in rodwWerr Pause job she be not lay dethlfry a pryer b rot prspetsd fa dsetwy dttuhseo. 0. 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Fonda n reoporhNbllras ss par'Tr■foryt StrMrd Ad RRt,mwrdsdOttdsirs Oft tfas Tor Cotrau:fon udrlg ►tsbl PbOe Cenrecba wood Thr■se Muldplo ply trusses must be fastened toga ter per englnsaft before dwy are set; fa8ure to do so can rebultln roof conapile. Temporary and permanent bracing are nrfuleed and can am II . ' and property and b Um rislrorwlb@ty of the truss erectim Study the conbnb of the biftnn tlon pecl at hnctttlsd on de8wry before satthng trtweis, . • .;lYls■ nx*bentwdbacedpardee%nbp�tkfta o * g Tr ussse tnuat be set plumb and all Do rmA*d bunt or stack of plyslood, roofing mdwW or al - o—pwr oyAr sbd loads on busses, thb can cause eogapi DD NOT SET TRUSSES USING THIS LAYOUT use IiAYour DEIJVER® YYl1H TRussEs To sET TRuSsm ? CHAMBE�RrS� �TRUSS INC 3105 Oleander Avenue Fort Plerce; Fldrlda 34882.6423 800-551-5932 Fort Plorce 772-05 012 Fax 771466-8711 %I—R.erJr 772-989 012 Stuart in4u4m � The Architect's or Architect's re■resentativ 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 strapping, and loading on structure from grav' y and uplift I ads and their resp c I e locat- Approved By: 92.0/93.2 MITEK 4.2 D,Ile: DESIGN CRITEREX"on & Braden A.I.A. P.A. County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 — E' I Loading in PSF Roof R.D.L. rf a Top Chord Live 20 o Top Chord Dead 7 4.2 Etrl o `I Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 ® -- I TOTAL Load 37 7.2 m Duration Factor 1.25 m c :1, Wind Speed 165mph Top Chord C.B. Sheeting by builder. w :E Bottom Chord C.B. Sheeting by builder. 3 Highest Mean Height 14'-0' 0 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 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:Xle lc/y/,j— Date:04/24/12 Revised: Io/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 'File M 11323 �_ I q bagetclD