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HomeMy WebLinkAboutbuilding plans2" .H. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plgwood 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. aide laps and G" and laps fastened with corrosion resistant tin caps and with 5' ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, n field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured ,tucco on typical concrete 12 block construction SLOPE 4 O COVERED PORCH 5/8" thick x 8"w cut Finish Columns with / coral finished stucco bands 5/8" thick cut coral finished stucco bands RiGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end,, laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 11 SLOPE 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doom Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT siration Dele Design Pressure of Approved Teats 1,2 1,2,3 FLU 11499.2 Single Hung Series 185 MI Windows and doors a x gpcons qq e r. pvn LetLon et max ion each corner end L O.c. chereefter throYgh T Buck into solid filled CMU well maintaining min 2.5' edge diatence in atriee adherence to the roduct s oval. ± L0 8f p A IL-0330.02 Overhead Garage Door 9 Model 824/811 IV o'mmax height 9 DAB a x".rt ne sirt" n list a.n. ha. m ef'o.s. " p s x 3eiaiu(":r.'.a ridpa n':.enxaa"kit`m.a.mse R a mina. � ,.ds. dKance en�dlet" w p aewre to predict approval 10-9-21 + 50.0/-60.0 psf E3 FLU IL614.1 Fiberglass Design Pro Smootia. Jeld-Wan Elco 1/4' dinto con 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 z �Ipcane W �x�� pan��laUon at L max a sash earrisr end - o.c. al daale raw therenPser through T Buck into .did filled CMU wall maintaining min 2.5' edge distance m strict adherence to the roduct royal. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method T� EzSpiTration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping scrams per chp as shown in product approval. + 1 8.9 PSF _ RoofSV FLU 11661.12 Crimp Metal Roof In g Gulf Coast Supply and manufacturing 2L ge 5v cam natal roofing attached to plgwood deck using #9 x 1.5" rood screws with self seeling washer at 12' o.c. max seating over ASTM D Itgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and L" end laps fastened with corrosion resistant tin cape and with 1.25' ring shank nails spaced L ox. et all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detain an roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit iCagcan Install using 2' x 2" battens at I.' o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0,12' dia. x 1.5' Iona rinc shank mail& with S/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Flu 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" die. solid set lead anchors with 1/4" 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 ) GRESS11 Fo.H . Gulf Coast Supplg.and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 4 1 SLOPE l7io-oio3 ST. LUCTF r.Ot;V.fi, RFViF.WED FO TTi (, It rcjnv "VIE11'LD L&RIEtd:TtFZ7_ox DATE PLAN pgR-'flT '';12 bRNo1NSPFCTION WILL BE MADE.JOB SLOPE 14 5/8" thick light textured stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands REAR ELEVATION UFACTORSANDSHGCCOM E: 1/4" WiTH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411G51.12 pRE SUBJECT TO ANY CORRECTIONS 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 X .5° REOUIREDBYFIELDINSPECTORSTHAT Wood screws WILh self (tgpe 2) 30 lb felt Sealing washer at 12" o.c. max spacing over ASTM D MAY BE NECESSARY IN ORDER TO underlagment installed with min. 4 side laps and L" end COMPLY WITH ALL APPLICABLE CODES, 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 / TERMITE TREATMENT REQUIRtp CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE 1/8" Thick cut coral stucco over paper CONTRACTOR OF RECORD 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. field in and edges with IOd ring shank galvanized nails into truss webbing. 3 2° ®®®® a®❑ ®®®® 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate II 1/2" 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 6"x6" 410/10 WWM on 4 mrl Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden t Braden AIA, FA Wwnne Building Corp. Architects - Planners l BFax S.E. Coconut Avenue T H F. UU i N D S C Tel (112) 281-8258 : E-mail: (112) 281-8283 bradenaiaacomcast. net Spanish Lakes Stuart. FL 34994 UAAC000032 St. Lucie County Florida SCALE: 1/4' me F-O" 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 Bwlding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: IIII'-OO" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = O.l2G Adjustment factor for Exposure Height: ASO deal n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.kL0L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 oaf Roof Zone: 2_ +20.4/-51.0 psf Roof Zone: 3. +20.6/-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 per Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yos Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: 150TH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _.1_5_ paf FLOOR DEAD LOAD: 1O paf JOB ADDRESS: Q,,, Model: Date Drawn Revisions REAR ra1 Drawnwn by: PORCH e.c.u. RIGHT Checked by: D.R.B. HIO L:I CHP ROOP 2,r2 T = Roof Zone I Wells Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # OF 5 FLOOR FLAN TYPICAL DOTES: SCALE 1/4" = 1'-0" C2ASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter din With Work. steel crash post. Floor i proceeding Flange with 4 - 3/e" 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. L" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P_S.I. concrete and/or 4,000 P.S.I. grout mix -z> o - 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 0 -1. ALL wood in contact with concrete shall be pressure treated. o 0- 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. 12. Lowest finished floor to be set bg Governing Building Department L" 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 materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R316 - see permit info box of code edition 18, Gypsum board materlal shall conform to ASTM C36, C-i9, C475, C514, CL30, C931 C40, C1002, C1041,C11717, C11718, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R Masonry Beam I" x L" P.T. Buck nailed to block with case hardened nails / Drywall Framing Max. spacing Nail sizing options for Thickness Location Orientation Member of fasteners installation of drywall into Spacing wood framingmembers Maximum Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long �2 annular -ringed or Bid cooler nail OR Walls Either 16" 8" I6" 0.080" dia. x 15/8' long with Direction 15/44" head OR Ggpsum board nail 0.086" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head OR 0.098" diameter x 1 3/8' long annular -ringed or Ld cooler nail Walls Either ILeall16" 0.092" dia. xR " 1 1/8" long with Direction I/4" head OR Gypsum board nail 0.0915" die. x 1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AG.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 accompanylng smoke developed index not to exceed 450 When tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 apacing 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 1.25" 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 detai on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 181011bs. uplift (shop drawings by manufacturer) Aluminum Drip -� 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AG.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 accompanylng smoke developed index not to exceed 450 When tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 apacing 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 1.25" 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 detai on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 181011bs. uplift (shop drawings by manufacturer) Aluminum Drip -� \R-30 blown fiberglase Edge t Fasca in bottom chord of trusses I/2' drywall with smooth finish 2" x IV Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full o vent vingl soffit installed long precast lintel filled with concrete and (l) 45 bar cost. for bottom row over openings using 1/8" die shank x 15' galv. roofing nails with 3/8" die. head per product approval - see chart sheet al 1/2" drgwall over I" x furringg stripa at 16" o.c. with R4.1 frfoll insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T W and shall meet all pertaining ASTM codes. Mortar to be Type M" only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc._.) ttS bar wart. w/ 30" overlap Fill cell with concrete and at each filled cell (I) $5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade -I_-_�`1`1 _ .°._ I II 1=I I I I I 1 � I I �-III I =- �-_I � III I -II hI I I I I I- I x 14" Concrete footing 14 with (2) 45 bars cost. and #5 TY F i C A L SECT i O N transverse bars at 48" O.C. Scale : 1/2" = 1'-0" Recess top plate Vw x 3/8"d for steel support angle see detail on this sheet steel countertop support angle Install L" from each end and one in center of counter. see angle detail 1/2' drywall Counter top - verify type with contractor 35 -O Base cabinet 2" x 8" wood studs at IV o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL 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 Exterior face 2" x L" PT Buck of wall arias a8 wood screws thru jamb into buck it each hinge and 15' o.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I1." tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20.' c.c. max thereafter at .lambs and 20' o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be 1" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails 17i 'lo t n i l At I I I l n r1 n11 I a orior to window attachment NTS 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 head per product approval O Use 3/IL" 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 L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment 77 fixed door sliding door Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l I d 1 n g D c o r D e t a i l I penetration at max. fromom 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 Roucih O en. Window Description PRESSURE ZONE I. 4'-SYe"x 4'-6 %" 54%"x 54➢," Single Hung ZONE 4 2. V-2 Ys"x 5'-3 %d' 15" x 43 W, Single Hung ZONE 4 3. 2'-2" x 3'-2%" 21Y2"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3%s" 38" x 63'/:' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturer a specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-O" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 3'-O" X 6'-8" 41" %4" x 83%" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" 14" x 81 %," F Kb1- Sliding Glass Door ZONE 4 2'-0' X 6'-8" Solid Core - Wood - L-Panel-Bi-Fold Finished 24' x 81'/2' 2'-0 X C-8" Solid Core - Wood - L-Panel 5'-0" X 4'-8" Solid Core - Wood - L-Panel - Si -Fold 2'-8" x C-8" x 1 Solid Core Wood. Steel, or Masonite Door 21-8" X 1'-8" Solid Core - Wood - L-Panel 2'-V X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold ALL b W A wI Exterior doors to withstand pressures stated in permit info x on sheet 41 ARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" tf steel br COUNTER TOP BRACKET DETAIL Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Pt = 14,024 Linder Roof Total = 2,484 sq. ft. 12" x 12" concrete column block filled rwith concrete and (2) #1 bars vert. tied I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FouND;4T10N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, B A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 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. G186 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 ( —0" to 9'-11" and PrOVlde (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 24" o.c. unless otherwise noted (see section) 6. 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—I6 and A-3S SpeclflcatlOnS. 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/ 30" overlap — at each filled cell Thicken edge to 8"x8" 3EE TYPICAL with concrete and SECTIONS one 45 bar continuous 4" concrete slab with fibermesh OR GRADE 6"x6" #lo/10 WWM on IO mil Visqueen over clean compacted termite treated fill 00 _ .III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" I / TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O„ 4" concrete slab With fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cone. (2) 45 bars cont. bottom steel DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of rooter 14" below finished floor 1I" Verify house slab height in field SCALE: 1/4" = i'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 3*5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 3o" x 30" x I6"p COLUMN FOOTING WITH (4) tt5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 With With th Curb et Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" FL 12"W X 18"0 MONOLITHIC FOOTING - b" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ' t—o4/ PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- #5 bar Vert. w/ 30" overlap at each filled cell ITSUCTIONS SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Ox6" #10/10 WWM on 10 mil Visqueen over 95 bar In curb clean compacted termite treated rill Grade 14"w x 14"d concrete monolithic —I I— III —III footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. IIII - HOT _ �- 301Ix30"x14" concrete I _ column footing With (4) —� #5 bars each way 10" (2) #5 bars cont, bottom steel OLUMN FOOTING DETAIL _ DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" SCALE 1/2" = 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 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 Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 95 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 Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location 41. Single Felled Cell Column NTS set 15'-3" ..._- ....- ---' - 8'-=10Y" 12" 00 00 1 �_ 00 00 ° _ __ _ _ _ i i L — — FI _59� _ ° — — J ° I FI I o I 24" I r Filled cell under girder above I ❑ I FI r J Rear Porch Slab to 0 = be poured separately I W F4 I I p from House Slab. O IL nl ° � 1 � N 0 i Thicken footing to 24% x 14"d x 24"L I / I w rn I under frlled cell under girder bearing. 00 ML 00 O 0 „U� �N IV4L1 N IRear Patio/Slab tobe [CH) flush with bottom of sliding door recess. Slopes I" I I. I o I I FI I r- r- I �- ° I' I� of I cocree slab with fibermesh OR H.B. I 6"x6" 910/10 WWM on 6 mil Visqueen over O I clean compacted termite treated fill I e n av m 5oii - I 0 i m i DRYER ASHER I of I° Ii r- D i ° i F I I .nt�lf3E2... TREAT�IEt_� � FI i 0 TERMITE o I �I I I I o -• I O DW I m o • \ O I FI 4" concrete slab with fibermesh OR 611xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I 0 I MICROWAVE NON-VIENT 7R.WRCFLrA O H.B. I uY -I W.H. I i 4"a Steel Ballard See detail on this sheet I F A/C I I I W I I u FI I I F51 either side of se field verif vice location — — — — — — — — ° O 0 twoO O 0 r--� ----- — i ° �^ i o f 00 I I O I4 step I I Q of to I Io F5 i O I 13'-Oz I o t----- F� O-------FS----u _ �J — 0 — --_ O OO O 1.5" Recess for O O ^ ' 00 O 1.5" Recess for O OO jai Qyc` L-/uu, L (_sarage uoor P 2'-8" 9'-O" „ 2•-8 _ 6'-4" 2,_8„ 91_01, T-8„ Simpson HETA 20 Strap truss to wall using Simpson MGT with hurrihurrcae anchor at each tfU55 5/8' dia. threaded rod with min 12" embedment cane .. into beam either wet set or in eaoxu with ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plrood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I L" 6" 8d ring shank 45 psf Zone 2 4" L" 8d ring shank % psf 3 4" 4" 8d ring shank 84 psf ��Zone /** Zone 3a C 6" it8 wood screw 112.5 psf ** Use malls or screws based on pressure for r of stated in permit info box on these plans for zone Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide Cast -Crete BU8-05/OT precast - lintel set in mortar. Min. 8" Bearing --,- --- Provide #5 bar set in pre -cast O O SCal lintel into beam where length of the opening calls for it. — O t I r —Orr I t h d e PT Buck Rd per jamb into filled ci 4" Pre -cast Sill k Ver angs a un ass — Roof pitch at 4:12 unless o efwlse note On otherwise noted on t — Truss shop drawings to be provided by manufac -:� - — Any changes to this plan Shall be Submitted to architect for approval In writing prior to start) i'd: %%�I A — ALL TRUSS TO TRUSS CONNECTIONS B i, 7�1 TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pr10 to construction for layout and uplift verlflcatlof Poured Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior tc Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS LUALL Scale: 1/2" = 1'-0" Poured Cop concrete b SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockindg to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan lu\ v Install Simpson MGT into wall waing Concrete 12"x 12 Column Bl" r -"5/8" dia. threaded rod set min. 12" / Lintel r ock into wet beam and (22) IOd Halls into truss Column Rebar 48 Bar Oia. M r OOverlap to Lintel _�_41 Rebar Poured Concrete concrete block i TRUSS BLOCKING DETAIL AT GIRDER STRAPPING A t t a L. h m= n t AT CENTER BEARING POINT NTS 7/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tuype 2 felt paper using Bid nails.Substrate to be 19/32' COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. 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 D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet `\ 1 1 1 1 Sim hurrpson psonHETA 20 or equal lcane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 1810lbs. uplift 12 4 1 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) 10d lie at each web Concrete � Manuracture chore Per Spec. ex. lush Mounted Shutter Detail Aluminum Panel Size. per manufacturer 1/8" x VaT Wing Nut w/ appropriate washer and spacing v per manufacturer's Details � OL3' w w Stud Detail Stud w/ Die Cast Zinc Nickel Plated Wing Nut i/i" nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOi nails at each truss RE -ENGINEERED U ® 24"o.c. TYPI ( shop drawings by mat Aluminum Drip \R-30 blown fiberglass Edge t Fascia /s" this .tucco on 3/s" hi —rib lath V'-1/2" in bottom chord of trusses 12" attached to horizontal and vertical wood trami with nails or staples to provide drywall with smooth finish 2" x 6" Sub act no less than 1-3/4" penetration into ho lzontat wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical woad framing members and (U #5 bar Cont. in each row. Substitu Kaycan full o vent vim I soffit installed precast lintel filled with concrete and (U #! h ar cont, for bottom row over openings uang 1/8" dia shank x 5" long gaiv. roofing nails with 3/8" die. head per product approval —see chart sheet ul 5/8�� light 1/2�� drywall over I�� x furringg thick textured strips at 16" o.c. with R4.1 fl-foll stucco on typical concrete insulation on tg ical B" Block walls blockx 12" concrete column block filled with concrete block construction All dr wall to be Installed per FBC R fC y P and (2) #� bare veil, tied Varies - see lam P T and shall meet all pertaining ASTM code into lintels above #5 bar io Mortar to be Type "M" onl proportionei vert. w/joi 30" overlap py l tOur-OtRocklat tareaasC thicken edge to 8"x8" Provide all wet with concrete and at each filled cell one #5 bar continuous Fill cell with concrete and BEYOND Rear Patio/Slab to (I> #5 bar vert. (typical). be flush with bottom of Max, spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted see fdation la notes for mat Top of footer 16 below finished floor Base spacing openings Step per foundation plan 4" concrete slab with fibermesh OR 6"x6" #10/10 UJUJM on ( mil Visqueen over Slope per foundation plan 'r clean compacted termite treated fill "IIII—IIII—Illliiiillll,, EzE Ell EllIIIIIIII- IIII IIII II I l; IIII-1 I I I-1 I I I IIII IIII IIII —__—_ .IIII I I I^.I I I I I l i I—IIIIIIIIIIIi I I —III i i �' Ii I I IIIII �.;,.�? I I � � I �1 I I I-1 I I I-1 I I I 1114e i i i i - FI r�' :: .(• , i -IIII =IIII,;, 11 i 111„' 3 T�plcaI Section at Front Porch Scale : 1/2" = I'—O" hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Provide downspout PANEL "Ai, Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHII #10 3.5 kw 30 2 3 4 2 #6 12.0 kw 50 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range � 4 8 10 2 1 20 1.8 kw #12 Pump Driier #10 5.0 kw 30 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 i.5 kw 412 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 14 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 IA kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 914 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting Si 1 32 Recepts #12 - 20 1 1 15 814 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 15 214 General Lighting 35 36 Bathroom GFI #12 - 20 I 1 20 #12 Smoke Detectors 31 38 General Lighting #14 Is I 1 20 912 Bathroom GFI 39 40 General Lighting 414 is I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small, ,A,ppl,lance, Circult(s>, .......... ......... .Range......................................................... Refrlgerator................................................... Microwave ................................................................. Dish Washer .......................... . 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 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 S40% 1 O 10,944 Electric Heat or A/C 10,000 966% I 110,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light w. . Waterproof, ground fault interruptalf Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack eM 1 Carbon Monoxide Detector 4L-P Flood Light TQ Thermostat ® Electrical Panel ® Central Vac rc":� Electrical Meter ® Smoke Detector Ceiling fan ITTelevision Jack Telephone Jack A pSC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up all Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, 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. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WF/GFI protected. 1. Recessed cans to be installed per NFFA requirements. 8. AFCI receptacles are regqwred in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10, A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed sgstem shall be full 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. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. 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 sgstem 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 utditg and telephone compan4• #2/0 Aluminum feed I'h" Conduit � 2" PVC ( FP 2. ELECTRICA 116 a pp0r wire cont�FeDar in slab RISER shall use AL-CU Landing lugs. shall torque lugs I.A.W. a recommendations which ified prior to construction 19. The electrical sgstem 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 bg others. 23. All raceways and pipes placed in or through ang 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 RMIS02 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install culet under disc. - not shown for clarity MECH;4NIC�4L L,4YOUT C= THERMOSTAT LOCATION SCALE: 1/-4" = I' - O " ELECTRI M ' MV4 'S Me I ra. I I Me; I ' 143 A L FLAN Post Light with C SCALE: I/-4" = 1'-0" Photo cell Center Post Light between drivewags EWre For Front Post Light Braden t Braden AAA, FA 1 Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia comcast.net Stuart FL 34994 UAAC000032 Wynne Building Corp. T (�SO I MODEL: REAR PORCH RIGHT Date Drawn 5-9-17 Drawn by: C.C.U. Checked by: ©.R-B- Revisions Sheet i �.a F.- 1 OF 5 Comm # a Spanish Lakes St. Lucie Count Florida AILLIFE SAFETY WARNING 7T"hiymbol identifies Life Safety Warnings that should be read special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE STENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Span or less & 30' to 60' Span A ` Spreader Bar �6 r degrees j or less -1 /2 —► I Ta ne an opprox. REFER TO BCSI Trus ust be set tMs way if crone used. True n example, ynw ass may not rrmtch st - Ts,one ooerctor sets truss this way. A haq �Approx 2/3 to_� Line 1/2 of Span REFER TO BCSI ass must be set this way if crone used. This is on example, 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 are installed. AL I Ill I LAN Ill IlEIR "OTTIll 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 see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs Dome angle nails. EAT PLATES BY CHAMBERS autY i—ii�E} ORNER DETAIL RHMIGS NOT SHOWN FOR CLARITY upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 - o8__ _12 2.00 Y upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFLLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ARRANGE WITH CRANE P SPREADER BAR OF 18' - 24' IN LENGTH � OPERATOR IN ADVANCE FIR A " hangers t� Do not stand on trusses until they are braced per BCSI i8properly nailed to straps & g I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-C" ABOVE FINISHED FLOOR 19'-9' I I PORCH RIGHT .-- �� CLOUZSED ARCAS ARE OF SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM ...PLANS ' V t 7 , J FABRICATION AGREEMENT 7RI)8613 CANNC'r UNARM UML TNw AMMtM TM UMM i RETLMW ' TM � tbeulptlon dtlr PrWwbwttwe da bwew vra be iteblad b: ' . „dWow t.Tloieee ad be bade In OW IIawmdwm ttkh ft 61m pYglne t Wft'b sa wb euv odlllbr I- " , ip-woondi blakason d1r Ounae�1ef 1 �'R In ndolis dtgiNc MeWiden Mrabd aned 10wluf wain ten (101f d0my ae u51011udwOW ro baoMolwaw we be alowed.kl to erlwlt ,fait wrlM fbdaa b aafrdlad Cltambefa Toga ehtl Tare 0eea Fy krn days b wNdf ' bbeahfapabafaQlYalt«babempdneetnse.e,etcllni>,nt>�dh• b TM tatdafdatfad adaowbdpw teoe4 d'BM 1-07 sulnwyalwt byTPf$ WPOIL '4 call is to job aid, a b da Mgw4•fwpmrWlp' tD:" aw lab oft wltuble for dalrwy. t7wrfhwe Tmw Iw fa mob wllfatb b detemife Ow wibBgr dOa job eb d e pafdon dilw job sM torddlwry. Chambers Thad will be taepwabb far dap dalrwy fafy. ' The bullet letwpaaile br addluwl deNwy eqw=rCfwlben Tfuu hub Mildew becoma job of b riot onDred iw dehlwy w buyer Y tcl Pfelwu dNwY d Ouuw. puyw i fwpawmle b drMwe Trw bf EaMfp oab due b Nb mf War" I Plb w stfaeef M penefal l 7 Mbrr b err j.d b c¢rVe ti efq dwftlee efs.frade h Qiirycfi. A iti0 Pier how IN bt IarYbns Inay be duped by Cltrcbwa Taps. . l �' a nwofiable Pile. kwke vA be made ano a PURCHASE ORDER I* Chalvilball, 7ido d M dun aped b, e ■ nq 'ddd1'rww'iy Nuoky tMY. M nfeds et edtgled dab M deilwy boyar oanfdOWMX d U/refy" d bhflwted base The LftNwebned epee b pq f�raleas.TPM Ne wrW flea for colledle In avail d paffafd not tblay aladw 1.1R %per merit wrdaa d0.a81pwNa«Yftldsram ywhwemtli efPmkfwlft 1A111eOutaea; 1. ibelbfnwWill • tl. In aolplleftiUaff d Chwnbwe Thm eI asdl br Na ataId In ugwelprd wfoplauwtry tnfwaabw PMtrd wMn de d wry and d Meble3we awed to Chfilben Mum by.Ml wft fswNbfg nwI h and the tafdetalplad'ag to pyr KKh bdatbdttaw Incloft adpnwys taw, a dafauf b petmeett nor aedwbi be made by 00 '1'�0. M Ya ewti d any Itl�Oft mfatfJtq th eprevetaK dr"Ma6Md hKouder le pomade fehned b IfwaY4 rife PrIM eprw Cfw Or ogle,wile ioranY wrh,octet, w. be Sdnt Lads Co«q, Fkx 11. Dwlpt mpoffdttillaw we pw'Nadual Stwdad And Rw ananwMedGuldeiw On Raporia"OeF«CAMAPm�CafyaabdWoodTaman AtifrrpUNi'CA4.2Dw'wOonIHY .. t31C;t1EO . FOR Aspf dwbWmaVb9 ro"W per"BM Winpfwmtijtry8do.tl n MuNiple ply Main s must be fatrirted together per onginwHng before Choy are set fa8ue to do so can re4ult-bl root copapafe. TwnponW and permanent bracing am required and can am 8fe and properly and b fM rosponalbi ty of tlw tows f rectim Study the contends of do IrlfornfaUon packet bn tided on delivery before satLhg trusais. . ..7Ylssesmustboadwidh ooedperdesfprbpsrantkW&rbnrpa Thmm must beset plumb and egwn Do rtofset boob or stack of plywood, rooling materbl ot• any '. •ogre, cahtt:erftraisd loads on tosses, tbb Can CatweCampoill DONOT SETTRUSSESUSING THIS 9-YOUT '-UMLAYwDa G®VMTMXWTORIdIMSM CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort'PlemA FloKds 3498Y-Un 800-01-5932 - FortPbroe M-466-M2 Faii 771465.8711 W—r, naerh 772.969,2m12 ablart '772 zee4 l2 i he ArchNect's or Architect's representative's she dr r • 1 j i P awurg approval is NOT a The Architent", r Architect' ,Fry. re1nntativ0'S "double check" of the contractor, The contractor strait.remain-resprrnr shop dra 'ng appro lei is NOT a _ - A -- - - for checking yibire• " "double chr.+ k" nil 1 e confraei;oi;—"— i field Other construction measurements and criteria. Architect's The contractor rill r main responsible approval covers general roof shape, for checking fie 0asurom•rnks and other r..:,. „ '^via. ' . '^ct's review of truss strapping, and loading on structure from grav7 y and uplift loads and p .. 1 n• a _ their res ve locations, review ei u.,: . •. an•' Approved By, / 7 structure from Sr, vil; J upf•t1 their res active i cation,. their Date: Braden 8 Braden A.I.A.P A Approved By: Date: Brad t & Braden A.I. P.A. 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 Loading in PSF Roof R.D.L. Top Chord Live 20 o Top Chord Dead 7 4.2 1I o I Bottom Chord Live 10 Non -Concurrent c Bottom Chord Dead 10 3 o " TOTAL Load 37 7.2 d 6I 3 I Duration Factor 1.25 c Wind Speed 165mph `—° Top Chord C.B. Sheeting by builder- t m Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 w PORCH LEFT 2 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the," building department and your engineer. Design Criteria is the responsibil•Ity of the Ri dirlinn nPsinnPr and/or Fnninear of Rpmrd Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-9&—l?'/s//)— Date:10/07/15 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE IWIa C