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HomeMy WebLinkAboutBuilding PlansHe Copy Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls spaced (" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 3/8" thick light textured ,tucco on typlcal concrete 12 block construction SLOPE 4 RIGHT ELEVATION 5/8" thick x 8% cut coral finished stucco bands 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 It 2) 30 lb felt underlayment Installed with min. 4' side laps and C end laps fastened with corrosion ^resistant tin caps^ and with ^1.25" Nring shank nails L � I I � L tz V / \ I I L) I \ �LUI. (.V Vfl 1. IoI G. on el.G block construction JVP ; 117 - I -V !W 0 Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 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 t" 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 rowa 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet " COVERED PORCH =Ar ]LILdIL 5/8" thick light textured stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE. CONTRACTOR OF RECORD 12 ALL MANUFACTURES LABLES SHOWING SLOPE U FACTORS AND SHGC COMPLWNCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS L INSPECTIONS ARE APPROVED REAR ELEVATION Gulf Coast Suppig and MFG 5v Crimp Metal r 26 ge. 5v crimp metal roofing attached to ply wood screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlayment installed with laps fastened with corrosion resistant tin caps spaced L" o.c, at all laps and two staggered r deck to trusses usng attachment detail on this 12 SLOPE, P� ICI I� I� � ■ I� �I I[07 ICI 0� ick x 8"w cut a SCAT E4hWPNftA1;D ALL PROPOSED WORT` ARE SUBJECT TO ANY CORRECTIONS MAY BY FIELD INSPECTORS THAT A. AY I3G NECESeARY IN ORDER TO i ooring FL #11651.12 COAgpLy.WiT}{ ALL` ,�Pl ICAO x CODES;. wood deck using #9 x 1.5" max spacing over ASTM D min. 4 side laps and V end and with 1.25" ring shank nails ^^y.� 39i'N.AA hOIIL33dSiNU ©K YO ows 12" o.c. in field. Attach uOr No i d3N 39 SS.'INI J 11 and Q\'i S\F'Id sheet a, v u k'm 71nY1/ll/lS ') 3 "IA91! 1'!d:CO: �Od 03',kA1AAd \O'.SL1Tta :� a 1 1i� �t�O —1 4'.f 5 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib Felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ;ICI III ICI III ICI !ICI ICI dill ICI ill dui I�l n IIcalI 'IMI I II coral tlnished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board � II II / 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 Interior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading BuddinDesign is: Enclosed Risk Category: II Wind Velocity: I65 mph ultimate Mean Roof Height.• II'—O" Roof Pitch: 4:12 Internal Pressure Coefficient: +0_Ie Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone; '-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.4DL+O.440L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.4/-51.0 pat Roof Zone: 3. +20.L/-84.0 pat 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/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided?YY__es Are Components an Cladding Deter Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS -.—BOTH:— NEITHER: ROOF LIVE LOAD: 31 pef ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _ 45 bsf FLOOR DEAD LOAD: 10 ❑sf JOB ADDRESS: y� �-'s < 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 FLOORRecess top plate Vw x 3/8"d Counter top - verifu type for steel support angle with contractor TYPICAL MOTES: SCALE I/4" I'-O" C R A Si1 POST OJT DETAIL ETtIL see detail on this sheet I. Contractor to verify ALL notes and dimensions prior to 36" hlgh bg 4" diameter N.T.S. proceeding with work. steel crash post. Floor Steel countertop support a„gle 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts Install 6" from each end and one in center of counter. Base cabinet 3- ALL Lumber to be used as Beam, Rafters, etc... to have Into slab (3/8"t So ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. 6" 2" x 8" wood etude at 14" o.c. 4. No dissimilar metals to touch. 1/2" drywall S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. 2" x 8" PT wood plate ALL Concrete used for vertical filled cells, cost. tie beams etc.. to MEE shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o i- Drywall at ceilings shall be leveled and attached to bottom chord X3/8 2/," KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R�102.3.5. 4„ 2'/," v Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. O O 114" dia. Elco cone screws with win. 11/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. /2 and 4" max from each corner thru 9. ALL plumbing fixtures to be low flow. Exterior face 2" x 6" PT Buck of wall 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 ue woad screws thru jamb into buck handicap accessibility requirements. 2 �,% 2�a� at each hinge and 15" o.c. max and Detall at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department surveyor t0 set In field. NTs 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door SILL BLOCK PRIOR TO BUCK INSTALLATION W•H- = Water Heater Install windows thru buck Into block with 3/IL" tap -con with 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 1 1/2" penetration at 6" o.c. max. from each corn,eIr and 20." o.c. max li Wall and ceilingfinishes shall have a smoke-develo developed index of not greater than 450 p g per FBC R302.9,2 thereafter at Ilaper and 20" Exterior face at heed and si approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31( - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C00, C931 "x4" P.T. Buck nailed to Ccl'i C1002, C1041,CI171, C1118, C1218, C1395, or C139L and shall be installed lock with case hardened nails according to the following: (FBC R-102.3.5) Detall C wlridOWS prior to window attachment I" x 4" P.T. Buck nailed to Masonry Beam NTS block with case hardened nails / prior to door attachment Drywall Thickness Location Orientation Framing Member Max. a acin Nail sizing options for Spacing of Fasteners installation of drywall into 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompangtng smoke developed index not to exceed 450 when tested in accordance witli ASTM E 84. Insulation shall comply with F.B.C. R316. 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 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 detI on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 PRE-ENGINEERED TRUSSES with (10) IOd x I I/2" nails ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL IBlolbs. uplift (shop drawings by manufacturer) Aluminum Drip Edge t Fascia V-1/2" \R-30 blown fiberglass In bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Keycap full o vent vingl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 10 o.c. with R4.1 frfod 5/8" thick light textured stucco on typical concrete block construction 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 RLO1.2J. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) - I W #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell Wood Base (1) 95 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"xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade r - '' �+� I�I1-1�I1=1�II—IIII —�Illl��illll _ I=_11 IIIIi��lllll=���l .IIII—III IIIII IIII IIII IIII — 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 SEC T i ON— transverse bars at 48" o.c. Scale : 1/2" = I'-O" 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 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall Bottom Track Typical Flooring S I I I Install SGD thru buck into block with 3/16" tap -con with Door D t a l l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval J a m b At Masonry Wall NTS Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. f -5 %s" x 4'-6 %" 54 %a" x 54 Ya" Single Hung ZONE 4 2. C-2%a'x 5'-3 %' 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2%2" 21%2"x 38%" Single Hung ZONE 4 4, 3'-1" x 5'-3%a° 38" x 43'/4" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Ind mullions per elevations. LL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered Al rough opening dimensions to be verified bg contractor wl h manufacturers specs prior to construction Door Schedule Merkj Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41"%4" x 83s/;' Fiberglass Panel --Inswing ZONE 4 6'-0" X 6'-8" 14" x 81 %a' d°",c; ' Sliding Glass Door ZONE 4 2'-0" x 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x V-8" x 1 N" Solid Core Wood, Steel, or Masonite Door 2'-8" x V-8" Solid Core - Wood - 6-Panel T-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE W Al wI Exterior doors to withstand pressures stated in permit info x on sheet #1 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified bg contractor h manufacturers specs prior to construction 12" all Verify attachment hole location with GC prior to fabrication 3/8" steel 6" COUNTER TOP BRACKET DETAIL H.B. a W W IL Y_ W F 9 2 L-jE co)C Lj O EGRESS F] - O Oi Filled cell under P O R C H 0 - girder above WIRE LATH t STUCCO O CEILING 9'-9" N MASTER BEDROOM ° — O A.F.F. Flat Ceding I 0 I - I � -m D Vanity to be r(G I l 341 O i Rod t Shelf — Vaulted Ceding 1 Cn I O m to I to I_ GREAT' ROOM �LOS T I 1 H R_____ I r-1" I WWIT od t Shelf J I r n f0 a no m �9 Minn — I m 37" LDRYER 3'-4° 32" ASHER 7 5'_3„ n 9' s° o LAUNDRY I " -o � I n 8'-0" to 9'-8" A.F.F. O Ov I Vaulted C din(tr, H I DINING V anity to be ve °42" 34 y2"high I I _ ROOM inT counter tops to 3/8" thick stee95„ E 5 3" I I `+ overhang wall 1.5" I counter top supp 901,r counops to E6 ovewall 1.5" LInc) 2 -4 aoPANTR " *I — — _ _ CAB S C O I �1 D +41" high wall O o Dw U o BEDROOM KITCHEN o - 8'-O" A.F.F. 8'-O" to 9'-8" A.F.F.= Flat Ceiling I Vault d Ceiling O CJ I Upper cabinets to 6 - extend over Ref. i I MICRO AV 12'-8" REF. Mc NT 4" �" � 38' CLEAR I L m — R-II Batts Insulation T H i R D - Pr=autoEclo4"� Steel Ballard BEDROOM See detail on this sheet J F\# W — — 22" x 54" OI I N 1 g I Attic w with light ss 11I 8'-O" A.F.F. iO I L Q_� 2 w — — — — — J Flat Celhng 8'-0" A.F.F. IT r a Flat Ceiling O I GARiAG 12'-8" in 4" 4" m Block wall In O �0 MT E Q /garage to be R-II Batts insulation Provide auto 2'_g�� Q struck block hi 150 Amp closer L,-4„ O Panel EMERGENCY EGRESS B o o O I I I GOLF CART' - o GARAGE I � 13'-01, I I I I I �n -2-11 lullO 00 — Fla Ol 10 00 T-8" ® 9'-O" ,_ T-8" _ 6'-4" I 2'-8" I 9'-0" O 2'-8" Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners Telel S.E. Coconut Avenue (112) 281-8258 T H E W I D CJ IC I� Fax E-mail: : (112) 281-8283 lbradenaiaO comcast. net Spanish Lakes Stuart, FL 34996 #AAC000032 Sp. Lucie Count Florida y Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. MODEL. Date Drawn Revisions Sheet Comm # 5-9-11 REAR Drawn by: FORCH c.c-u. 2, Is—Isq RIGHT Checked by: D.R.B. OF 5 ale Cot) STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 47 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 90, MEETING ASTM A-I6, it 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO UN D A t I O N F L�4* I PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" o.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 q'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1, Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. 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" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING - (" STEP DETAIL ON THIS SHEET F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8110 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 US BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - b" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 45 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 611X6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O) — Grade I �t ;00- .. I 8„ —IIII PORCH SLAB EDGE DETAIL —IIII I IIII= 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" I / TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0,, 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" (2> 45 bars Cont. bottom steel 12" DETAIL AT 6" GARAGE STEFDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter I6" below finished floor 1.. SCALE 1/2" = I'-V" Verify house slab height in field #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ -IIII IIII 3001x30"xl(." concrete column footing with (4) #5 bars each way -,,,PEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" _ =IIII �lllll IIII i 14 w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" :)J GARAGE CURB DETAIL J SCALE 1/2" = I'- 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. SCALE 1/2" = 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. 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 Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 0 r m LL 15'-3" ------------------ I r ---- FI ---- I I FI I 24 I I FI 12" x 12" concrete column block filled rwitconcrete and (2) #Z bars vert. tied mtoh lintels above B'-iOYz" 12" 8'-10%s" .1f,-,I F4----I — J F Filled cell under girder above Rear Porch Slab to O r J be poured separately 1 W F I �I E from House Slab. O O 1 N I t 1 Thicken rooting to 24"w x 14"d x 24"L I ° I under filled cell EZL I under girder bearing.1001N QE E E LEE)—n —°----------1 E FI FI Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1" I (] I' I� i I FI I i I i `- I i I' O I I IE 4" concrete slab with fibermesh OR CxC 410/10 WWM on L mill Visqueen over I m-T` clean compacted termite treated fill I e nag m Inod o I DRYER ASHER I I IE IF- I F- i I. o F- I r- i Fl j I � I v I O = -• I O� DW I I m U F� 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE REP NON -VENT I OPENING I I 4"0 Steel Ballard 1 I See detail on this sheet NO F� ILQ-� w CL I FI I I F51 L— F6------F--- tn FCDT 7C I I ,-- ----- — i o to o a 81 E I I O 14 step �I N UJ Q I IE I N I I L_ I ZL L----- F5 — ---J �O O 1.5" Recess forw EE E 1.5" Recess for O OE arage Door Ze Garage Door .r 2'-8" 9'-0" 2'-B 6'-411 T-8„ 91-0„ T-8„ JI..NL-= I/., - I - Simpson 1-IETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12 embedment .1 into beam either wet set or in epoxy with File cop3' ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. n Provide #5 bar set in pre -cast O O ^ ` Sca - lintel into beam where length of the opening calls for it. i1 Provide Cast -Crete 8U8-OB/OT precast - hntel set in mortar' - - Min. 8" Bearing ovide PT Buck °ached per jamb ads into filled ci 4" Pre -cast Sill — Overhangs at I —O UnIeSS otherwtse noted on — Roof pitch at 4:12 unless otherwise noted on } — Truss shop drawings to be provided bg manufaC — Ang changes to this plan shall be submitted tic architect for approval in writing prior to Start — ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Frio _ to construction for lagout and uplift verif lcatlo{ Poured Filled Cell - Contractor to provide for Form Board Surveg Form Board Surveg to Truss Compang prior tc Provide #S bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Ke Area Edge Field Fastener Press•r Zone 1 6" Err 8d ring shank 45 psf i i. I C cr a Anchor.ers Per Zone 2 �{" 6" 8d ring shank 76 psf Poured Concrete or I 1 concrete block wall 1/4"Max. Corete Zone 3 4" 4" 8d ring shank 84 psf s� L see footerPootinschedule " ** Zone 3a 6" 6" #8 wood screw 112.5 psf for exact sizes) I p DETAIL AT WINDOW OPENING IN ** Use Halls or screws based on pressure for roof stated I Aluminum Panel in permit info box on these plans for zone 3 Sizes per manufacturer I - 1) A CBS WALL Scale: 1/2" = l'—O" a Vq Sae Tgaical Stud Detail I I I SINGLE PLY REAR GIRDER TRUSS 1/8' x 3/3T wing Nut w/ I v appropriate washer and spacing o `m per manuracturees Details rrw.013' Nail 2" x 4" blocking to vert. leg of i g g o94• true& with IOd x 1.5 nails at 4" o.c. I Verify with Plan Install Simpson MGT into wall usin If 5/8" dia. threaded rod act min. " m Concrete 12"x 12" " Lintel I� l Column Block into wet beam and (22) IOd nails into trues i n I I l; I i .leis• Stud Detail Poured Concrete orN concrete block wall Stud w/ Die Cast Zinc ri Nickel Plated Wing Nut Rebar V4• Rebar 46 Bar Dla. TRUSS BLOCKING DETAIL M= �i ra6cSp Min- overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Flush Mounted Shutter Detail Column to Lintel �ttachm�nt nt5 NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 ga. Sv 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 0 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 �\ le Additional Precast Lintel #5 bars Isr' `' CLEAR :i Lintel Length Bar Length ClearB Span "A" Bars u u Bars 1 •� � i i i i i ��`� i 2'-10" 2'-8" I'-6" 2,43 none Is. ----'e r ---- y '`----y 3'-4" T-2" 2,#3 none 8F8-OBAT 8F8-IBAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none - tt5 bars CLEAN `':: �':'A:C. 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" =. '•::; 5'-.{" 5'-2" 4'-O" 2,#3 none Block Above G;: S'-10" Stall'"2,#4 none r `y Precast Lintelrk' 6'-6"6'-4" 5'-4" 2,#4 none i '` Additional f y tt5 bare y __e 7'-6" 7'-O" 6'-2" 2,45 none BFIL-IBAT 812I4-I13/2T T'-10" 7'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I, min. coverage or steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel—ASTM A915 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " Bottom Steel Slze Top stool Size Max. Gravity Load (PLF) May- Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" BPS-OB/IT I #5 3069 i5L9 1024 L31 T-V T-a' 4'-0" 8FS-OBAT 1 #5 25L1 1343 10 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 L50 5'-O" C-L" 8F8-OBAT I #5 1238 835 121 LLO L'-8" 1'-1." BP8-OBAT 1 #5 1011 121 534 L80 8'-0" T-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-4" 8F8-I15/2T I a5 2 #5 1643 530 1 401 L905 T-O" 10'-V 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-0' ll'-4" BPS-IB/2T 1 #5 2 #5 582 491 452 LIOOB 10'-O" ll'-4" 610I6-I15/2T ONE 1 #5 2 #5 13L4 1028 452 1_I20 12'-O" 13'-4" BPS-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-Ow 13'-4" 81=I6-I13/2T ONE 1 #5 2 #5 1 1015 110 324 1_I40 14'-O" IS'-4" BFI6-I15/2T ONE 1 #5 2 85 1 1250 1.09 259 L160 IL'-O' IT-4" BF8-IB/2T 1 #5 2 #5 I 00 192 194 L140B IL'-O" IT-4" BFIL-IB/2T ONE i #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LiNTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson H£TA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101be. uplift Aluminum Drip Edge d Fascia 12" 2" x 6" Sub-Fascl Kaycan full o vent vinyl soffit installed usingg 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval — see chart shoat #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 footer 16" below finished floor J 12 4 horizontal wood into vertical w Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd lir at each web on 3/8" hi —rib lath ntal and vertical wood r staples to provide V penetration into ming and 3/4' penetration framma members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. i Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOc nails at each truss PRE-ENGINEERED W H 24"o.c. TYPIi ( shop drawings by mar \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cons. in each row. Substitut precast lintel filled with concrete and (l) #E bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 frfoil insulation on typical 8" Block walls All drywall to be installed per FBC RTC and shall meet all pertaining ASTM code, in Mortar to be Type "M" only proportionec and Mortar joints shall comply with FBC Provide Dur-O-Rock at all wet areas (e Fill cell with concrete and (I) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIIII�IIIIl1111111 IIi11111 1111 14" Icdl Section at Front Porch Scale : 1/2" = 1'-0" Braden t Braden AIA, FA IN/ Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiagcomcast.net Stuart. FL 34996 #AAC000032 rroviva aownapour. hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wgnne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RiGHT Provide downspout Date Drawn Revisions Sheet Comm # 5-9—I1 Drawn by: c_c_U_ I -1 Checked by: D.R.B. OF 5 PANEL "A" Load Wire Description arc# arc# Description Wire Load BR I Poles 1.0 kw #8 A/C comp 1 2 AHLI #10 3.5 kw 30 2 3 4 f.5 kw #i0 40 gel. water HTR 5 L Rene #L 12.0 kw 50 2 8 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1.5 kw #12 13 14 Dishwasher #12 L2 ku 20 1 1.5 kw #12 Microwave is IG Refrigerator Recepts #12 1.2 kw 20 1 1.5 kw 412 Kitchen S.A.C. 11 is #12 — 20 1 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 — 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 — 20 1 ).81 kw #12 Garage Door Opener 23 24 Recepts #12 — 20 1 A kw #12 25 24 Recepts #12 20 1 .92 kw #12 21 28 Recepts Recepts #12 — 20 1 #14 General Lighting 29 30 #12 — 20 1 — #14 General Lighting 31 32 Recepts 412 1 — 20 1 314 General Lighting 33 34 Exterior GFCI #12 — 20 1 #14 General Lighting 35 36 Bathroom GPI 1112 20 1 — #12 Smoke Detectors 31 38 General Lighting #14 15 I — #12 Bathroom GFI 39 40 General Lighting 414 _! IS I — s are 41 42 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) fighting. ,(3, ,watts sq. PtJ .. _ .. _ .. ,lance. Circuits) ............................. .... or or .................................................. ........................ ashen .............................................. '179er................................................ liter ................................................ !p................................................... oor. Opener ............... I........................ 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 1,500 1 1200 1200 1 1.200 1200 1 5,000 5,000 1 4,500 4,500 I 1,800 1,800 1 1 10 Total Watts 31,415 00 Watts 6,100% 1 10,000 10,000 21,415 940% 1 O 10,964 seat or A/C 10.000 965% 1 10.000 10,000 Load Watts 30.946 Voltage 240 Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps ectrical S mbol Legend gle Pole Switch ® Recessed Can Light uble Pole Switch ® Eyeball Recessed ih Button Switch Exhaust Fan ilex Outlet Ceiling Mounted Light tcial Receptacle o- Wall Mounted Light :erproof, ground fault interruptei Light with Pull Chain (attic) or Duplex Outlet © Computer Connection Jack rbon Monoxide Detector 4r? Flood Light armostat m Electrical Panel ntral Vac rc:::ll Electrical Meter oke Detector Ceiling ran levision Jack lephone Jack q c A/C Disconnect 4 Florescent Light ® 2 x 4 Florescent Light taker Hook -Up 0 Intercom JUNCTION BOX TO SUPPORT A FAN THERMOSTAT LOCATION Balanced Air Notes: pper wire onlg, no aluminum. fie and wire all required smoke detectors. actor to verify location of electrical e and provider. paddle fans shall be on a rheostat. path and kitchen receptacles to be GFI protected. =xterior outlets to be WP/GFI protected- sed cans to be installed per NFPA requirements. receptacles are required in all rooms except rn, Bathrooms, and Garage. Return Air Balance Must comply w/ FBC RM1602 Refrigerant lines that are run thru slabs must be fd in PVC t/C Equipment shall comply with energy calculation rk shall be performed by a licensed electrical ctor, the completed system shall be full operative. ictor shall pay for all fees, permits, testing, and .ions including blower testing where required. k shall be coordinated with other trades to avoid rence with the progress of construction. luired insurance shall be provided for protection the public liability and property damage for the n of the work. ctor shall guarantee all materials and workmanship f defects for a period of not less than two years from to of acceptance or certificate of occupancy, or one •om closing sale of house. tion of defects shall be completed without additional and shall include replacements or repair of any >hase of installation that may have been damaged. A the intent of these plans to show every minor detail itruction. The contractor shall furnish and install ns for a complete electrical system and provide all quirements necessary for the equipment to be placed in working order. kk shall be done in accordance with the N.E.C. and mply with all local codes and ordinances, and shall I standard requirements of the local electric utility -phone company. #2/0 Aluminum reed I 'h' Conduit -� 2"PVC ( I50 MCB PANEL disc. 2" rigid service FPL I Bare #L coprpe� wire to #5 cont. a ar in aleh ELECTRICAL RISER Vent thru Soffit— 124 CFM IOxlOxb MASTER BEDROOM 124 CFM 21 i i R ll 12xIxTCf �„ 1 B/A - \ ( ex4x4 �3 50 CFM 8x4x4 9 CFM I �LOSET1 DRYER ASFIER LAUNDRY U IG CFM 8xZ T J 12x122 F 1 B/A\\� Ill CFM 12xLx1 SECOND BEDROOM I2xl2xs B/A THIRD BEDROOM 100 CFM IOxLX4 150 Amp Panel GOLF CART GARAGE I I I I I I I I — Contractor shall use AL—CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 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 12xI2xlO B/A F - � 141 CFM 1OxlOx1 F l - ' r_ \ //i.Fyl � :�r PORCH 141 CFM IOxIOx1 �EATI ROOM K 1 I I I I I 141 CFM IOxIOx1 12" DINING ROOM I I 1 Dw I I I I 124 CFM IOxIOx6 16" <ITCH�EN .2OX O MICROWAVE NON -VENT 1 _ �(�A� T 38'RCLEAR O L OPENING L 'eIIInd i I I 14" I W.H. l I I 4" Cli See Steel Ballard detail on this — shoot \# id I I j l Ir 22" x 54' I Attic Access I Q I with light L-----� GARAGE r----------------- i I I I I I I I I I I I I i I I I I I I i I I I I MECH�4I�IC�4L L,4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" = 1 ' - O " Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net MASTER BEDROOM P, PORCH W�FCI � S A � I > I ;FCI CLOSE I R — �ty(•(� � i v DRYER ASHER / \ vP LAUNDRY _ I F fi s II � II I BEDSECOND ROOM// / l � / I 3 TON // 1 SEE MANUAL / "J" and Energy Calculation i-- Por Unit info Install oulet THIRD under disc. BEDROOM.---S not shown for clarity i WP CI / 87 I #I / I I I I I I GREAT F I ® I / I / I / I / / I i I I I I IF I I ,1K,1T� I � / I REF. 38" CLEAR ENING k WI - r 22• S - � _ L�—� 'Attic 4m L - 1a Itk I ® II � 4 � \ i n \ U Q FCI / \ / GFCI \ \ 150 Amp Panel , t.LPe0nrr GFCI � ��y}', r------- -DIN _ Garage Door jOpener GOLF CART; � GARAGE I GFCI i i GFCI to gkage lights / l ELECTRICAL FLAB ---- Post Light with SCALE: 1/4" = 1'-0" Photo cell Center Post Light between driveways lU�nne Building Corp. MODEL: Date Drawn : F 5-9-11 THE WINDSOR REAR Drawn by: PORCH c.c.u. Spanish Lakes RIGHT Checked by: St. Lucie County Florida p.R.S. Attic Ventino Calculations Total Attic Space = 2101 sq. ft.FSC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. �J DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span o degrees Spree er Bar or less 1 /2a9 Approx 2/3 to .Tag Line span approx. �i^e 1/2 of Span REFER TO SCSI REFER TO BCSI Truss must be set this way if crone used. Truss must be set this way if crone used. Truss is an example, your truss may not match. This is an example, truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. Ame%, 1 F2 H A" K=> I IE= R" O TF:= 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. Carrying Girder For Truss -to Truss ---- Connections TDome see { hanger/connectorbe as • de tabs o schedule in engineeringe nails. ' package. Carried Truss SEAT PLATES BY CHAMBERS '. "iecr.xniEn iocnreowsovnENsn_»1eoan uran Y/il z� ­M o xs� a•o.c. mnu I I J'li'3'L pKYEN.VGNB f1' CORNER DETAIL OVERMhNGS NOT SHOWN FOR CIARIW a 12 4.00 2 2.00 upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 1— upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ___ ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A ,A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - I 15'-3" 19'-9"L y 19 -9" 15'-3" , C G INDICATES LOAD REQUIRED BY TF SUPPLIED BY BUI AT A HEIGHT OF I ABOVE FINISHED I i r A Al AN PORCH RIGHT _/ _J The Architect's or Architect's repre3'e(q(r> shop drawing approval is NOT a Yr "dout,le check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect,. approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their reeQsp�active-lyotcati{one.^/ f APProv d y:_-SL-N �U-i yi1 Q141 Kh gA}IN L% Date: 9 radrn S eraden A.I.A. P.A. FABRICATION AGREEMENT' TRUSSES CANNOT Be STARTED UNTIL THIS AGREEMENT Ia SIGNED a RETURNED The legal description of on property where the busses will be Installed Ic: . .The unideraigned ecilrrnNedges and agrees: t. Trusses will be made trt eMct a 0111oe wool this truss pplacement diagram layout, wfildl.b the wle auplotlty for determining successhd febricalicn thetrusses. 3 All dlmenelons h gde layout have been verified by the undersigned. '.:&.Unle iv written notice is provided by certl ed moo to Chambers Truss within ten (10) days of dainty the undaslpned agrees tout no badecharges. will be allowed, In the event such written notice Is fumbhed Chambere Trues shag have three (3) WrEpeu deye In wflkh ioltugin repairs required, orto substitute other trusses, at Chambars o she undersigned edmavledges receipt of"SCSI 1-09" summary duel by TPI & WTCA. • 4- Dallmry Is to Job she. It le the buyers' responslbptry to meF:e the Job efts suitable for tla nMri.. lld . Chainborn Truss has the sole authority to determine the suhtilrity of the Job site oy a A/11,. In6.N. R.r d.IF,.n. nt ♦ r ...,..- _ ease Job she le not prepared fp delivery Orb ase.1 er ayar la not prepared for delivery of trusses. rd'ols roeponelbls W Chembere Trees for towing coats due to spa conditions, . irICO ae Movm th Deregrsph 7 Debw le sub]ect to change Chambers H any changes Truss. ere, mado In devout A 1+60 par hour Poe for revisions may be fierged by y, k k a PURCHASE ORDER to Chamhere.Tnus of the sum agreed to, or If no. I nl a reawriable prise. Inwtce will be made on delivery and paid In terns of nett' delivery. Invdce may be made et aehedulad date bf delivery If buyer cannot sceepf' fiery bf tebrtCated Wasse. The underelpned apress b pay Chambers.Truss reasonable rosy'. fee for copacdbne In swam of paymem not timely made. 1.1/2 %per month agvioa qe win bs added for ell same not paid vdthin terms. Signature or Impels srrywhero on this sheet eonetllutea agreement to all terms herein. In coons beratton of Chambers Truss eMending wedlt for this materiel the undersigned .In guarantees payment when due of any and all Indebtedness owed to mbers Truss by any empty receiving metedal and the undersigned agrees to pay such Madness Including at(omeys fees, B defauo In DeymenI for material be made by the dent I. In the event of any litigation concerning this agreement, the name Nmiiihed hereunder rymenle referred to herein the. parties agree that the $ole venue (or any such action will D bode County, Florida.'e. , Design responsibilities are per `National Standard And Recommended Guidelines On walblllpes For Construction Using MOW Plate Connected Wand Tresses VTPVWTCA 4-2002- ED I , � ion - r .t!apreaaerDermsproefsgt(ueGPel"�(SI1-03"loprevetdG�taygdarTl�s,. ;Multiple ply trusses must be fastened together per engineering ' tore they are set; failure to do so can result•In roof collapse. 1g6?orsry and permanent bracing are required and can save life Wand property and Is the responsibility of the truss erector. sit..* — QdY the contents of the Information packet Included on delivery•ss'.'' before setting trusses. n,,Throes. rwstbesatand braced perdeslgnag pegentinW&dartiape, a;;, Trusses must be seat pidmb and square Do not bet bunks or stack of plywood, roofing material or any .ether qtiiheentratisd loads on trusses, this can cause collapse. " 4!DO NOT SET TRUSSES USING THIS m AYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ;:::;.-.CHAMBERS TRUSS-INC moo I� n, 3105 Oleander Avenue Fort Pierce; FloMda 34982-6423 800-551-5932 • l PditPierce 772465-2012 Fax 772-466-8711 ) :11olro Beach 772-669-2012 Stuart • 772-2863302 Wab Shalt CHAM13ERSTRUSS"COM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting .. Roofing Material Shingle or Shake 0, w Loading in PSF Roof R.D.L. ) Top Chord Live 20 I Top Chord Dead 7 4•2 1I; o Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 �I I TOTAL Load 37 7.2 Duration Factor 1.25 to ` o Wind Speed 165mph y Top Chord C.B. Sheeting by builder. N :E lz� Bottom Chord C.B. Highest Mean Height Sheeting by builder. 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L =Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the W I I 1 I I e i� �J Veeeee 1—►CLOUT�� i' SPECIAL D AREACNCE ARE OF PORCH LEFT SPECIAL CONCERN &MUST BE CHECKED CAREFULLY & MAY I INDICATE DEVIATION FROM � 410 ` PLANS .,, -- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_& /O/,r/isI Date:10i07/15 Revised:10/151,15 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7�k1 M 11392 gG 6;lael D4-k A,c_,