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HomeMy WebLinkAboutbuilding permitGulf Coast Supply and MFG 5v Crimp Metal roofing FL WIL51.12 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 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 b/ts LhICK cuL coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 9oor ELL\/A7lCN N07ES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 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 ID(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach �/ U t.rllt & I.UL t.vl al SLUGGo on typicai concrete Finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang 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. SCALE: 1/4" = 1'-0" 4T�D -off/( LUC U`.Ty n -TI.nTNf. p1`'fgrn-'j ;VIEWED FOR LA. CE ;VILIJEDBY >Lvcy NE ANS AND PERMIT ATUST BE KEP {ON JOB 1 NO INSPECTION WILL BE MADE. /8" thick x 8"w cut )ral finished stucco bands ALL MANUFACTURES LQ81 ES SHOWING U FACTORS AND SHGC COMPLIANCE WRH F8C ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS 71pNS ARE APPROVED Gulf Coast Supply 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 0 (type 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�Y spaced 6" a.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 [SLOPE_�� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 12„ 8'-1" T.O.B. H ®®®® F 12" ` o.H 5/8" thick x 8"w cut coral finished stucco bandH. 5/8" thick x 8"W cut ®®® ®' s ® coral finished stucco bands � ❑ �a IU 3 3 ®®ICI 5/8" thick light textured stucco on typical concrete = /ick light textureblock construction yara a Finished- Finished Floor --------------- --------------------------------- - - - - -- -0-4 A.F.F. 8" thick stucco on typical concrete block construction LEFT ELEVATION FRONT ELE\✓ATION SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NUMBER NUMBER Product Model # Manufacturer Glass Attachment method TEST t Da a Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors i x tlyfcona uIyI mlrI p n ton at mnx on eac� corner end L o.c. ChereaPter through PT �uck Into wild Poled CMU wall mairmaeimg min 2.5" edge distance m strict adherence to the product approvaL + 60 psf A IG-0330.02 Overhead Garage Door Model 824/811 9'-4" max Width IL'-O" max height DAB mats % aC to coricrab ac wall, , a ce sit n s5 biz varc song s/e• x L• Hilo HLC sleeve snahars et a e.c. eh L225' yy h sic. a edge dutanea. Install treek to buck np (I) 5/G' x Sfa�t/utl th sad ley wrew m each bracket mel tteimny min or IS• ad" dmtenca - GC to atrmty adhere to product atairma pproval rovda l/IL' weir an idler theirs. 10-9-21 + 50.0/-6o.0 Sf p B FLU 16414.1 Fiberglass Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors om eac% corner end 'F2 3poa all �ou�Is row tfiereefter«through max. PT Buck Into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ea spuction Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 Vertical mullion j (1 Windows and doors For CMU use (2) I/4° x 2 3/4" Leptons with min I I/4" embedment pen etration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" lF tapping scrswa per clip as shown in product approval. se + _ 118.9 PSF Roof FLU 11651.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 2! ja. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" w 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 corrosion resistant tin caps and with 1.29" ring shank nails spaced V o.c. at all laps and two staggered rows 12" c.c. in field. Attach deck to trusses using attachment detail on roof plan - IOB.S PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit y Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using .12' die. x 1.5" Iona rina shank nil /dia. head - +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection Fin 15016.2 Products LLC Panels Storm Panels Install using 1/2" die. solid set lead anchors with 114" dia.-20 x 1.5" long SS 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 2" x 4" top plate base -board Interior Norl-Bearin 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition nts CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 5/8" thick x 8"w cut coral finished stucco bands 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. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-p" Roof Pitch: 4.12 Internal Pressure Coefficient: ±OJB SubJectabilitg to damage from: Weathering: Negligible Termites: VerLl HeavLl Width of hoof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Ad,lustrmnt factor for Exposure Height: ASO design Load C,,,ibination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.1.DL+O.613L Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.4/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continucts Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following. APfROV£D SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _3'1 pal' ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --ifi- oaf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: ITCH E-] = Roof Zone I Walls Zone 4 En = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, FA Architects - Planners Wginne Building p COr . CLT E Date Drawn 8_9-11 Revisions Sheet Comm # 411 S.E. Coconut Avenue BTel (l-12) 281-8258 T h e G� r a n d Carlton EF Drawn by: 1 2 2 : C.C.U. • Fax : (112) 28�1-8283 Spanish Lakes Checked by: E-mail: bradenaia comcast. net Stuart. FL 34994 #AAC000032 St. Lucre Countg Florida OF 5 FLOOR FLAN IHI CRASH POST DETAIL TYPICAL MOTES: SCALE. I/4" = I'-O" N.T.S. 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 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. C 4. No dissimilar metals to touch. 2y2" 2r2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete, ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " ,3/e" 0 2'r;' 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 2r2" -1 Al w d in c t t th t h If b t t d 0 0 00on ac wl contra e s a e pressure rea e . 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2/" 2r2" 12. Lowest finished floor to be set by Governing Building Department 6" 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials 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 0 P.T. Buck nailed to block with case hardened materials exposed on the underside of the roof deck or on the attic walls shall comply nails prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 C'%0, C1002, C1047,C1111, Ci118, C1218, C1395, or C13% and shall be installed according to the following: (FBC R-T02.3.5) Drywall Thickness Location Orientation Member Max. spacing fasteners Nall sizing options for Spacing of installation of dr wall into g Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12° 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walls 16 g^ I6" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1„ 12a 13ga 1 5/8" long with 19/64" head OR 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either I6" 8, I6" 0.092" dia. xx 1 1/8" Ion 9 with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x I/8" with 19/64" head. Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 a�prc 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 C1118 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 a§semblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln 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 Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM 1)(type 2) 30 lb felt underlagment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.29" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses us rng attachment at on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 181016s. uplift �\ (shop drawings by manufacturer) Aluminum Drip; Edge 4 Fascia " \R-30 blown fiberglass in bottom chord of trusses 2" x 6" Sub -Fascia Kaycan full o vent vinyl sorrit installed using 1/8" die shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont, in each row. Substitute precast lintel filled with concrete and (1) #S bar cont. for bottom row over openings 1/2" drgwall over 1" x furring strips at 16" o.c. with R4.1 Pi -toll insulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction = I All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onl proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert, w/ 30" overlap Fill cell with concrete and at each filled cell Wood Base (D #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"xb" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Grade TYPICAL SECTiON 14" x 14" Concrete footing with (2) 05 bars cont. and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam Head fixed door sliding door 1 1/2" BottomTrack t•�1 Sill Sliding Door Deta11 At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1-446 sq. ft. Front Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I 2l' VTR -'i Masterr�Jib Bath I 2. I Lev. I z I Lay. 1' 2" VTR W. AL I I 2" I shwr. Kit. Sink I Kitchen 2 I I Lay.,4 3' W.C. Bath #2 shwr. 3„ C.O. To Septic PLUNS NG RISER I" x 6" P.T. Buck nailed to block with case hardened malls prior to door attachment , Masonry Wall cal Flooring Install SGD thru buck Into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb r Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3%' 54%s"x 63i," Single Hung ZONE 4 2. 6'-23/e"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 2"1%2"x 38%" Single Hung ZONE 4 4. 4'-5/a'x 4'-2%" 1 54/a'x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark EA Size Rough opening Door Description PRESSURE ZONE 9'-O" X 1'-0" 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'-8" 14" x 81 Frw 2" of rvav" " Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 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 manufacturers Specs prior to construction Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and aid per product approval of wall ---\ \ Buck to be 1" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D e t a l l at w 1 n d ow S prior to window attachment Braden i Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8268 Fax ; ('112) 281-8283 E-mail: bradenaia°comcast.net Stuart, FL 3.4996 #AACOOOOS2 NTS Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 34'-O" INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 12" Exterior race or wall -\ ,12,E 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 UeLall at L)OOr 41, m crews thru jamb into buck ige and I5" o.cmax and prior to door attachment NTS Date Drawn Revisions Sheet Comm it 5-9-11 GARAGE Drawn raven LEFT by: 2. 12-2� Checked by: File Copy D.R.B. OF 6 _ _- 34-0" STRUCTURAL MOTES. I. 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. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE As FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF ( = .4-1 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELLOCIOCI TY =PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4 THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 7- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17 FCLAD/470N FLAN ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified In writing for revision -4. Verify all recess thickness at showers, tile, etc.— S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" wide. Provide (2) filled cells on each side of openings from l' —O" to 9'-11i' and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2'" o.c. unless otherwise noted (see section) �. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction I Contractor to provide for soil test prior to construction and provide a copy of Soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-1� and A-35 specifications. ALL Anchors to be A-30-1 steel. `l. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 46 bar vert. w/ 30" overlap - at each filled cell ° TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"x6" #10/lo wWM on 10 mil Visqueen over clean compacted termite treated fill Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f 1 TYPICAL FOOTING DETAIL _ SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 x6 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per „o foundation plan N_ 0„ '(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #'I bars vert. tied Into lintels above Top of footer IV below finished floor "717 SCALE 1/2" = 1'-0" Verifg house slab height in field 10 W A- M I a Ms.. mii —�—il 30" rl COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) #5 bars each way Thicken edge to 8"x8" with concrete and one U5 bar continuous GRADE SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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 VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- 45 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope_ #5 bar in curb \ 11 Aff 11= 14" BEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill i -M iI 14"w x 14"d concrete monolithic footing with (2) #S bars cont. GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET U1. SEE PRODUCT ` APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Colunn With One 45 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1712) 281-8283 E-mail: bradenaia8comca5t.net Stuart. FL 34994 #AAC000032 20'-0" 00 00 y i 001 00 ° F Filled cell under FI girder above I 24" Rear Patio/Slab r I r J to be poured separate from the house slab. m I I Thicken footing to I FI 24"w x 14"d x 24"L under filled cell I I a I under girder bearing. ° 0 , 0 0E u U I Rear Patio/Slab to be flush with bottom of i-N sliding door recess. Slope I/2" I F= I h- I C- I I I F_ Ii. D I FI o 32'-8" H.B. I I I ^ D o 4" concrete slab Cx6" 410/10 WWM on with fiber nesh OR 6 mil V squeen over I O clean compacted termite tr ated fill I °I Ic I F- -� I I F- I I (V I 0 Q H.B. � It Or— I Steel Ballard v if #1 F5 4"m filled w/ Concrete® I \- Wj YIIVII m I REW, Nllr. i I fti,:lQUIRCIO I I I ndv i Ems .! to I L �.9 E FI I DI 3r_a °o Ito ❑❑� -,I ar� I m\P \ O o ��a \ I UO ° = I \ FI I goy F51---_--_---Jo F5 zx a W I O O 00 n i Vr Is l o° - I O F4 O recess for � r__ I l OL 00 00 Garage Door ----�0—1 DD 00 --- o °——— — — — — -- ° ° o J F 6'-2,� F inn inn --111-611 Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida witIhL conLete VaIn{.dI G(Y2G ) 4.#V1IYbars V1V..ertI.IGtYi qz into lintels above A n FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn : Revisions Sheet 5-9-11 Comm # GARAGE Drawn bg: / LEFT I2- 2 ( Checked by: D.R.B_ OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for root stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6 6 Sd ring shank 45 psf Zone 2 .4 6" 8d ring shank 76 psf Zone 3 14" 41' Bid ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12 "x 12" Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. 'iz,- Provide Cast -Crete . 81,18-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. Provide PT Buck attached per jamb etals into filled a 4" Pre -cast Sill r Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous footer steel. Scale: I/2" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 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 3LOCKING DETAIL )ER STRAPPING.: TER BEARING, POINT 1/8" thick light 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 Halls. Substrate to be 19/32' CDX Plywood nailed at G" o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 2( 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 Ib 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 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 Additional Precast Lintel #5 bare _ if CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars '-L" 2,#3 none 2'-0" 2'-8" 3'-C 3'-4" 2'-2" 2,#3 none BPS-OB/IT 8F8-IB/IT BPS-IB/2T Additional 3'-10" 2'-8" 2,#3 none #5 bars •= r "`!r` 3'-2" 4'-6" 4'-41, 2,#3 none CLEAR`a'% •�a^;T One Row of "H" 5'-4" 5'-2" 2,43 none Block Above f':: 4O" 5'-8" 4'-6" 2,1t4 none Precast Lintel 5'-4" 2,#4 none ""'. Additional i i 35 bars i -'--' `----"6'-21, 2,45 none BFIL-IB/IT BFIL-8/2T 2,45 none NOTES ALL reinforcing steel Is grade 6O. L min. coverage of steel=l.5" 2. min. bearing required sea. 1 3. standard for rernf. steel=ASTM ALIS TYPICAL LINTEL SECTION l PRECAST CONCRETE ) o LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top steel Sim May Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" V-L" 8111 1 #5 30L9 1569 1024 L31 T-L" 4'-0" 8FB-OB/IT 1 #S 2561 130 10 L45 4'-5" 5'-10" are-OB/IT I no 1105 909 339 L50 V-O" V-A" BFB-OB/IT 1 #5 1238 635 121 LLO L'-B" T-L" 8P8-OB/IT 1 #5 1011 121 534 LBO 8'-0" 9'-4" 8F8-IB/2T I #5 1 2 #5 152 591 1 512 L90 9'-O" 10'-L' 8F8-IB/2T 1 #5 2 #5 443 530 401 L908 9'-0" 10'-L" BFIL-IB/2T ONE 1 #5 2 #5 1533 1193 401 1­I00 10'-O" II'-4" 8F8-IB/2T 1 #5 2 #6 582 494 452 LIOOB 10'-O" II'-4" eFIL-IB/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 #i 1 411 428 324 L120B 12'-0" IV-4" BPIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" BFIL-I15/2T ONE I 2 #5 1250 409 259 LILO IC -Ow i1'-4" 8F8-IB/2T I #5 % 2 #5 300 192 194 LILOB IL'-O" 11'-4" BFIL-IB/2T ONE I #5 2 #£ 950 5o0 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSF-D. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Aluminum Drip Edge it Fascia 1/2" thrc stucco on 3/8" hi —rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide no less than 1-3/4" penetration into 2" x L" Sub-Fascl horizontal wood framing and 3/4" penetration into vertical wood framing members Kai full o vent vinyyl soffit installed using 1/8" dia shank x 15" long gale. rooring nails with 3/8" dia. head per product approval — see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied-� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter It below finished floor 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. Poured Cm concrete b Poured Concrete concrete block a Concrete f Manufactvai chore Per space lax. or J v Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — Be. Tgpical Stud Qatar] 7/8' x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details 5 OL3' u .09x" ni oo : a P- Stud Detail Stud w/ Dra Cast Zinc Nra Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 3t2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 Q LU U) Ul � 4L X a3 � s O� rn N v -s Qs Z . a L a � T + U) e) O to N U oJCL Er_ °D O N u N L L � Eulc Brace Gable end with 2" x 4" SYP #2 min. 8rt back nailed to bottoms of top chords using (2) IOd nails at each truss R-30 blown fiberglass in bottom chord of trusses I -1/2" drywall with smooth finish Co Two rows of beam block filled with concrete _and lU #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" dryywall over I" x furringg strips at 14" o.c. with R4.1 fi-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 points shall comply with FBC R601.2.1: Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24I, o.C.) HETA 20 1810 supporting Max. pp g lbs. ut)llft OAF IS For OVA ARA M&MAIN. N AA FIR Aje AA Y qkm Nis WOO I Ir/Ald I HETA 20 O F- O Q F- w � X L to 4J1: r O � m CV Q o n. L d -ic u) V to o0 E_ L N U CV L L � L O LU Fill cell with concrete and (U #5 bar veil. (typicaU. O ROOF /` Max. spacing shall not exceed /4 Wood 48" unless otherwise noted sseeaecfogunadatio notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET elan opeJ ngs 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xL" #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE III IIII IIII- 1-llil-iir� III 1111 I l l i- FI 14" till ll�1 ���i= 3 T4plcal Section at Front fi orch 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 PANEL "A" Pales BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 3o 2 3 q 2 30 4.5 kw #l0 10 gal. water HTR 5 6 Range #6 12.0 kw So 2 a 1 20 1.8 kw #12 Pump 9 10 Orer 410 5.0 kw 30 2 II 12 1 20 LS kw #12 13 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS IL Refrigerator 412 1.2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts 412 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 L2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts 412 20 I 1 20 [A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 - 20 I 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 - 20 1 1 20 412 Smoke Detectors 31 38 General Lighting 412 - 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting 312 20 1 spare 41 42 share PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft) Small, ,Appliance, Circuits) ...... .. ................ Range......................................................... Refrigerator ................................. I ................. .Microwave. ..........v..e..................................................... D.ish .W..asher.200 ............................................................ Clothes Washer .............................. Clothes..Dryer................................. Water Heater .................................... .................... Water. ,Pump.... ............................ .Garage Door Opener. _ . _ .. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 11200 1 1,500 1,500 I 1 1,200 I 1200 1,200 1 5,000 5.000 I 4,500 4,500 I 1800 1,800 I 810 1 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 1365% 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 Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sy Double Pole Switch ® Eyeball Recessed P1B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light P rc ground fault circuit interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-M-1 Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac rJ Electrical Meter ® Smoke Detector Ceiling fan Fv Television Jack 1 Telephone Jack AC oiso A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up El Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum_ 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 4, ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. Ile. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 163 CFM IOXIOX6 MASTER BEDROOM 143 CFM IOXIOx6 12xl2x9 B/A �Lt - - - - - a I 12x12x9 B/A PATIO/SLAB I I CAR 1AT ROOM I I I 169 CFM Center Registers on ceiling fan 149 CFM IOXIOx I IOXIOxI H.B. =CLOSE 8x4x4 I I 8X4x4 ----J 12" I 3 CFM - Vent-thru ____ DINING Soffit ,ATH ~� I ROOM I � I io. ° N Ihs ICI a 153 CFM 12x12x1 8x XC4F 1 `f " I _ � R7A1 18 FM o ,4 T H - - - 00 T 20K20 I -- - - - - #I I I -22" x 54" ," r I IIL" i Attic Access 1 p L_ with fight- I Q 1 i 232 CFM J l 12x6x1 iL - -ter_ va• J 150 Am L'=I Meter Panel p 9X4x4 �`� SECOND GARAGE 35 � � BEDROOM 12x12x8 �1 B/A r----------------- i I � I j I � I i COVERED I i PORCH 1 i I I I I MECH/4NIC,4L L/4YOUT SCALE: 1/-f" = I' -Oil 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 A/C disc. 150 42/0 Aluminum feed AMP I V," Conduit PCB A EL ��M TE AHU 2" PVC ( FF`0 2" rigid service FPL Bare #6 copper wire to #5 cont, hebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Soffit Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1-12) 281-8283 E-mail: bradenaia8comcast.met Stuart, FL 3499L #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet under disc. � not shown or O clarity 0 I v ELECTRIC/4L PL,4N PATIO/SLAB SOLE: 1/4" = I'-O" Attic ventiric Calculations EBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio VISO = 1-4.16 sq, ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with /4 o Photo call c v� E w 0 N a Exhaust Duct 7hru Soffit ' Wire For Front Post Light Date Drawn Revisions Sheet Comm # 6-9-11 GARAGE Drawn raven LEFT by: C.C.U. Checked by: -_ D.R_B. OF 6 A LIFE SAFETY WARNING This mbol identifies Life Safety Warnings that should be read aive oecial attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE TENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. Spanior less 1� / �6 degrees i or less -- 1 /2 —► lag !. re SPci approx. REFER TO BCD Truss r, u be set 1,, way It crane used - Truss o,omple, your truss moy not notch. Insist -e ooerotor sets truss this way- 30' to 60' Span A Spreader Bar tra9 , _ Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an exomple, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL R "A" ID I IF= R lV OT E 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 Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe as de tabs of schedule in engineeringe nails. package. EAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- / o, M T2� set=1/4" heel=315116" LUMB CUT END x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F-- 6� '-1° n 12 2.00 M upset=11/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced pe- BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' - 1R XMS CAWW 98 aTAMW UWLTM AGM!b lJIT O OMM i RE WOM T4ie fmWf dsacrlptbn d1M properbwMp tM baeaswa M betaMd to : TIa mdarawfdsp mlta 7 :1Ywtei we be plods In d aoccacauser M va lie trap p�o�aeyom �rltdlUtrlsaol.wOgbic►deYmllrtvauixesdi pk N elfllatrin.p�'�" : 2AJI tarrenebla 6lrle 1 fotl lore been ewaed bytta Irldelegld 1 IJldeia wrtbrt rtola b prwWed by oelabd and b Ctwrbre Tlw wlOb tan (1� dmyi d daOvsry ffle andwalard aareae that In bedwhatres M beeyYjlwawad.b trr o d lapetre eltialage dMcbwpe, dacha d d�ldi�' days It wNt31 4s.p14w wrmryshad byTFl A wreA. DNery boJob elks. a In the Myeh'nepowbay b ntda tla his atr SUN" for daMry. Cltalrlbers Tnm hp to mob sualoriybdaWnir Oa auteh/ydaajob ate The "Etysr fa m�paablia'yrrddllatel delvmry e K T4vRM bm10 �iadeN beaae job mte b riot pmwlW for deMy ar byet b Int pnpamd br deMay d banns. QuysrYteepaabbb Tnm lot = ooeb due ball oortdara.' 0. pfke o crown h pelegreph 7 babes b etbJmd b gang r a dtwtpp are.nmde b 11di Ill A f60 perttcrr M for pvtrbrle may W drpd by Chrdtaa T. TMa'k a PURCHASE ORUR to Chiertbea,Thas d ea wrm agreed ter or r iMleerpri a rwaisib pfoe. Invcicm wa be nod. on deMy and lint of t lama a delver modes may, be horde st edidNad dab-bt deNar If Iaryer comet des wy of febdafed Lapp The urdralpad agree to pay Ctlerdiela.Tpas reoaniw atlrllillefiebrt>o" -1 ioevertdprolardnot drlayands.142%permon01seydoe diellp be added ford was not patdwtM Want. . 0. Slpltahae or go' wywMw on tlrb shod owaauae aWmm t to d tenor farobl. • a b coraNertglon of awnbmo Taw ederdr g croft for Ihb radedd as raakralpad mtocrrdaerWY t p.m when due of any and d Mebbdpea owed to gtanbera Taw br.wy arttlb r.oehele nrslerbl and da undombrod'agreea to pry aft tla baman frrmrdfrl0 rut rwp bee, r dabd In psyneent for arabdd be alede by to y'� slo MrR of my IApelpn oaneM. 9Ye apewrteR M Aame tumhhed hereunder or 0aea fel lafelted b Irerat4 Nor pedb "m Oat a'te sple versa fbr any wrdt aram wa b BBeatidA ftOde Coulb, Rwlaa 11. Dee4p resWieblalw am per -Nor nel Shndrd And RAVra vended ftdebbam On Rmipare6aa se rt1r OcrrbCOW Using Me41 Pmb Cmrtecbd WoodTnaeae ANSOrP" se Fr '\ " STONED roPt nn a Asproderb.rnmVi>sm"adpar'ECS!WIDpfewntillft,11, 9 IllyMpla ply trusses must be fastened lopether per enginosring before ttwy am set faqurs to do ao can reiwltln roof cokspil Ti mp mury and parmansm bmdng are required and can am We and property and b the reisponslblllty of the truss aeetm Sfudy the eonbats ofthe �e �on�� Induded on doUnry •.iM,se.mlrtbsadardbraoeape�dad�rtopralwftUjlayadrnpa. Thane must be act plumb and egwre Do octw bunks or stack of plywoo4 molt rrlatwW er and ' algrei concentrated toads on manes. this can 600 DO NOT SET TRUSSES USING THIS LAYOUT -USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 5105 Oleander Avenue Ftort'Pleniel Florida 34982-SM 800-551-5932 Fwt Plan 7M"66 M2 Faz 771486"8711 Stuart inns= . The ArrhitecYs or Architect's representative's shop drawing approval Ip NOT a -119411`te check•• of the contractor. The cunlractor 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 graty and uplift loads and their user a five loycatio`ns./ Approved By: / -�j'/ Date: 92-0/93.2 MITEK 4.2 F•r.o d.: „8 rlraden A.LA. P.A. -- -- DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 'o — m Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 :E o I Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 ,I TOTAL Load 37 7.2 -- cl 3 Duration Factor o 1.25 cc m ,, Wind Speed 165mph Top Chord C.B. Sheeting by builder. IA s Bottom Chord C.B. Sheeting by builder. 3 ~ Highest Mean Height 14'-0" v 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. DesignCriteria 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.. XIC /c/y/,j Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 IWoa I�41ia