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RC-15-375 (5) # Work Item Provider Developer SUBCONTRACT/ OWNER 1 Permit Processing Rami Developent CDG/GDART/owner 2500 2 Permit fees OWNER Subtotal 2500 3 Demolition CDG/GDArt $ 2,500.00 2500 4 Septic tank Mr. C Septic 11400 5 Retaining wall materials CDG/GDArt 800 6 Retaining wall labor CDG/GDArt 800 7 Foundation materials rebars#2 ,#3, #4, #5, #6 Nachon Enterp. $ 6,870.00 •.• 8 Foundation concrete 77 yds aprox. $95 each CDG/GDArt $ 7,315.00 •... • 9 Foundation pump (2, $240 each) CDG/GDArt $ 480.00 ' 10 Concrete blocks 2400 units ($0.90/each) SFCB CONCRETE $ 2,160.00 ""•• • 11 Masonry and cement Nachon Enterp. 5,550.00 .... . . ..... ...... .. ..... 12 Demo.Concrete and steam wall partial CDG/GDArt $ 1,200.00 • .. .. . . ...... 13 Steam wall repairs and built CDG/GDArt $ 1,300.00 ' 14 Demolition floor beams CDG/GDArt $ 1,200.00 • 15 Floor framing (beams) 2x12x16 (120unit) ($28.9), 120 units Nachon Enterp. $ 3,468.00 •• • 16 Floor framing (beams) , 2x12x18 ($33.9) 50 units Nachon Enterp. $ 1,695.00 17 Installation Materials (straps, nails) Nachon Enterp. $ 560.00 18 Floor framing materials others (boot, nutsetter, etc) CDG/GDArt $ 700.00 19 Labor trusses installation CDG/GDArt $ 3,950.00 , 20 Plywood (floors 100% house) 144 units $18.9/each Nachon Enterp. $ 2,721.60 21 Demolition general change order CDG/GDArt $ 1,200.00 22 Labor plywood and durock installation CDG/GDArt $ 1,300.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 23 Roof framing materials Fort Dallas Truss $ 13,895.00 24 Roof plywood cost Nachon Enterp. $ 4,800.00 25 Roof framing labor CDG/GDArt $ 7,000.00 26 Durock CDG/GDArt $ 4,450.00 27 linsulation CDG/GDArt $ 1,500.00 Subtotal $ 75,814.60 $ 15,500.00 28 Windows CGI WINDOWS $ 27,613.54 29 Windows installation CDG/GDArt $ 2,409.00 ..•... 30 Roof tiling R & R $ 22,500.00 •••• • 31 Plumbing Materials DEL RIO & SON $ 7,104.60 32 Plumbing Labor DEL RIO &SON $ 8,895.40 •••• ••••• 33 Plumbing miscelaneus DEL RIO & SON $ 1,000.00 :•'. ' 34 Electrical Materials provided by Kingwire KINGWIRE $ 4,164.74 • 35 Electrical Labor KINGWIRE $ 18,335.26 :....; 36 Recessed lighting fixtures Home Depot $ 1,602.59 •• • 37 HVAC (Equipments) GD Rheem $ 4,113.80 38 AC Ducts and Installation MACS CORP $ 7,350.00 39 AC Linear difuser grills 47 units MACS CORP $ 940.00 40 AC New line refrigeration line set (2 units) MACS CORP $ 900.00 Subtotal $ 106,928.93 $ - 41 Framing labor CDG/GDArt $ 3,000.00 42 Framing materials ACI $ 878.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 43 Drywall/durock screws AC1 $ 2,318.32 44 Plaster finish, stucco materials AC1 $ 1,744.50 45 Plaster finish, labor AC1 $ 5,500.00 46 Stucco labor GDC/GDArt $ 2,500.00 47 Interior trim GDC/GDArt $ 1,000.00 48 Painting GDC/GDArt $ 4,000.00 Subtotal $ 20,940.82 $ - 000 10 49 Front concrete pathway CDG/GDART/owner 1= •• 50 Concrete driveway CDG/GDART/owner •� 1500 • 0000.. 51 Garage door installation CDG/GDART $ 500.00 0*0 0000.• . 00 0 52 Garage door Home Depot/owner $ 1,021.00 0.00 ••00• 0000.. .. 0000. Subtotal $ 1,521.00 $.0002,60ROa ' 000.00 0000.. 0 0 53 Floor tiles common areas 2586 sqft Intermarble/owner $ 4,111.77 • 0000 . 0000.. 54 Floor tiles bedrooms and showers 1084 sqft Intermarble/owner $ 2,276.40 0000� 55 Floor installation Aprox 3600 sqft CDG/GDArt $ 5,400.00 •• • 56 Floor installation material cost 3600 sqft CDG/GDArt $ 1,080.00 57 IGarage floor paint (5 gal) aprox 350 sqft Home Depot $ 127.00 58 Garage floor painting labor CDG/GDArt $ 200.00 59 Bathroom shower wall tiles Intermarble/owner $ 800.00 60 Bathroom tiles installation CDG/GDArt $ 1,600.00 61 Baseboard material a (boards) CDG/GDArt $ 200.00 62 Baseboard materials (nails caulking) CDG/GDArt $ 100.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 63 Baseboards installation CDG/GDArt $ 500.00 Subtotal $ 16,395.17 $ - 64 Appliances OWNER 7000 65 Kitchen Cabinets, built in appliances IKEA/owner $ 5,512.82 66 Cabinet installation CDG/GDArt $ 900.00 67 Countertop slabs COMPAC/owner $ 749.00 68 Kitchen Countertop manufacturing Picapiedras Inc. $ 2,185.00 Subtotal $ 9,346.82 $ 7,00(hdb• - 69 Lighiting or electric fixtures Home Depot/owner $ 1,602.59 ' 70 Bathroom wall fixtures Home Depot 294.140000 •••••• • ...... 71 Finishing dock repairs CDG/GDART/owner 350Q,* ..... ...... .. ..... 72 Interior doors (12) and Front door FPG DOORS/owner $ 2,365.60 • .. .. ...... 73 Interior doors installation CDG/GDArt/owner $ 800.00 ' 74 Front door installation CDG/GDArt $ 200.00 • 75 Various carpentry finishings and installation CDG/GDArt $ 600.00 ' Subtotal $ 5,862.33 $ 3,500.00 76 Landscaping OWNER 7500 77 Trellis wood structure CDG/GDART/owner 6000 78 Pavers exterior CDG/GDART/owner 2850 79 Railings CDG/GDART/owner 800 80 Extras and exterior cleanup CDG/GDART/owner 3500 Subtotal 1 $ 17,150.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 81 Trash containers CDG/GDArt $ 3,000.00 82 Clean up interior CDG/GDArt $ 1,500.00 83 Portable toilets CDG/GDArt 700 Subtotal $ 4,500.00 $ 700.00 TOTAL COSTS $ 241,309.67 $ 48,950.00 84 OVERHEAD $ 20,000.00 85 PROFIT $ 48,000.00 TOTAL VALUE $ 309,309.67 $• 48,95000• ...... ...... . ...... .... . .. ..... ...... .. . ..... .. .. . .. ...... . . . . ...... Impact Resistant 10100 FL NW33172 25th Street Miam4wind ws DETAILED CUSTOMER PROPOSAL Windows&Doors www.cgiwindows.com WE'RE STRONGER" Ybe Number. 244215 •• •• • do Name: Gerez Silveira house ARiALE ect Name: GD Art Silveira house ed Date: 1/12/2016 6:12:52 PM Miami,FL 132 AVE L 33177 :s Person: Fabian Cordova R..305-233-5277 F% 305-517-3963 P. F • Design 1 3 Series 120 2 Panel Horizontal Roller 74"X 50.625" bedrooms +80/-90 $541.13 $1,623.39 74"x 50.625" Glass Make-Up=5/16"Lanni(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze, Sweep Locks?=No U-Factor= 1.06, SHGC=0.24,VT=0.3,CR= 14,CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX, Heavy Duty Lock Rail=Yes •�+'•'•• ••••• • •••••• • •••••• •• • •mss•• • .� • •1 4 Series 120 2 Panel Horizontal Roller 37"X 38.375" •. bathrooms +80/-90 •••4@66.97 • • $947798-7"' • • . • .••.•• 37"x 38.375" • • • •••••• Glass Make-Up=5/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze, Sweep Locks?=No U-Factor= 1.06, SHGC=0.24,VT=0.3, CR= 14, CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX, Heavy Duty Lock Rail=Yes IF ed by: Fabian Cordova Pages: 1 of 8 Date: 1/12/2016 6:13:03 PM 1 1 Series 120 2 Panel Horizontal Roller 53.125'X 50.625",• •garage +80/-90 $409.11 $409.11 53.125"x 50.625" Glass Make-Up=5/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Sweep Locks?=No U-Factor= 1.06,SHGC=0.24,VT=0.3, CR= 14, CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX,Heavy Duty Lock Rail=Yes Total Price Product Size RoomLocation Design 1 4 Series 130 Fixed Window 32"X 108" front side door +80/-80 $579.22 $2,316.88 32"x 108" • • • 6666 6666•• Aluminum Finish=Bronze ESP • • • Frame Type=Flange Frame,Glazing Bead=Square Bead ' ' ;• �; • Glass Make-Up=7/16"Lami(HS/HS) 004�••• • •••••• Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None 004 :•• • • • U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 000000 • 0• •• • • • • • • • • • •• • •• 60.00 • • •• •• •• • 6666• • • • • •• • • •• 0000•• • •• •• • • • 0 • • 0000•• 6666•• • • •0000• • 0000 • • • • ed by: Fabian Cordova Pages: 2 of 8 Date: 1/12/2016 6:13:03 PM ­J"�-Qty I Product Size Room Location Design 1 2 Series 130 Fixed Window 36"X 96" front bedroom +80/-80 $579.22 $1,158.44 36"x 96" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 • DesignPressure, UnitPrice Total Price 1 3 Series 130 Fixed Window 66"X 32" front entrance abov&80/-80 $353.66 $1,060.98 66"x 32" • • Aluminum Finish=Bronze ESP . . .•�. **so:* Frame Type=Flange Frame,Glazing Bead=Square Bead •s•• ; • • • Glass Make-Up=7/16"Lami(HS/HS) - -- Glass Color=Energy Efficient Coatings, Energy Efficient Coatings=Gray LoE 366,Textured Glass=None : """ U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15 CPD=CDR-K-14-00002-00002so""" ' • • so o • •• •• ••••••• •••••• • • • • • •••••• • • • • ed by: Fabian Cordova Pages: 3 of 8 Date: 1/12/2016 6:13:03 PM ":Design Pressure UnitPrice Total Price 1 5 Series 130 Fixed Window 72"X 32" front and rear abov&80/-80 $384.29 $1,921.45 72"x 32" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 :'71 �Qty I Product Size Room Location Mesign Pressure' Unit Price Total Price 1 4 Series 130 Fixed Window 36"X 108" living room +80/-80 $652.34 $2,609.36 36"x 108" 0000 Aluminum Finish=Bronze ESP ' • • 0000 0000•• Frame Type=Flange Frame,Glazing Bead=Square Bead • • • Glass Make-Up=7/16"Lami(HS/HS) ••••• • Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 •• ••• • • • 0000•. • .. .. 0000• .• ••• . . 0000. .• .• •• 0000.• • • . • 0000•. 0000• • 0000•• •• • 0000 • ed by: Fabian Cordova Pages: 4 of 8 Date: 1/12/2016 6:13:03 PM I Product —Size Room Location I QtyDesign Pri Price 1 3 Series 130 Fixed Window 28"X 108" living room +80/-80 $506.12 $1,518.36 28"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 Product Size Room Location Design Pressure Unit Price Total Price Qty I )-1 4 Series 130 Fixed Window 48"X 96" master +76.7/-76.7 $774.17 $3,096.68 48"x 96" Aluminum Finish=Bronze ESP •4 moo• • • Frame Type=Flange Frame,Glazing Bead= Square Bea •� • � � � Glass Make-Up= 7/16"Lanai(HS/HS) . •.. • Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None ";" ' •••••• U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 ••••• • • • • ed by: Fabian Cordova Pages: 5 of 8 Date: 1/12/2016 6:13:03 PM .e _ )-1 4 Series 130 Fixed Window 36"X 18" kitchen +80/-80 $135.04 $540.16 36"x 18" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 I Qty I Product '�Z Size Room Location Design Pressure Unit Price TotaT Price -1 1 Series 130 Fixed Window 84"X 32" living room above +80/-80 $451.13 $451.13 84"x 32" Aluminum Finish=Bronze ESP • • • • •••• •••••• Frame Type=Flange Frame,Glazing Bead=Square Bead • • • •• • • • • Glass Make-Up=7/16"Lauri(HS/HS) .�•��� � Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None — •••••• U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 _ +••••• • • •••••• •• • ••••• • • • • • • •••••• ed by: Fabian Cordova Pages: 6 of 8 Date: 1/12/2016 6:13:03 PM size Room Location' Design Pressure I Unit Price Total Price -1 1 Series 150 4-Track Sliding Glass Door-4 Panels 140.0625"X 108" living room +60/-60 $3,488.56 $3,488.56 140.0625"x 108" Glass Make-Up=7/16"Lami(HS/HS) - Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No,Roller Type=Stainless Steel Tandem Glazing Bead=Square Bead,Handing=XXXX,Concealed Aluminum Reinforcing=Yes, Sill Riser=Yes,Sill 4 Type= Sill Adapter U-Factor= 1.02, SHGC=0.23,VT=0.26, CR= 15,CPD=CDR-K-016-00003-00010 LL I • I.- Design -1 2 Series 150 3-Track SGD-3 Panels 106.0625"X 96" master bedroom +80/-80 $1,950.35 $3,900.70 106.0625"x 96" Glass Make-Up=7/16"Lami(HS/HS) • • •6.• ••6.6 6 Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None • • • 6• Aluminum Finish=Bronze ESP **000 • • Screen Option=No Screen • •09 000000 Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No,Roller Type=Stainless Steel Tandem ' "' • :000*: Glazing Bead=Square Bead,Handing=XXX,Concealed Aluminum Reinforcing=Yes, Sill Riser=Yes, Sill Type •• • • • • • 0�h • ( • =Sill Adapter ti •• K •• 00004 U-Factor= 1.02, SHGC=0.23,VT=0.26,CR= 15,CPD=CDR-K-016-00003-00010 Sol 000 • • •.:•• 9 • • •• •• •• 6000•• • •9 ••. • ee • • • 69960• • • • •6696• •• • 0000 • • ed by: Fabian Cordova Pages: 7 of 8 Date: 1/12/2016 6:13:03 PM •ty ,­� "Product Size Room LocationDesignTotal Price -1 1 Series 160 Single Door 31.25"X 96" cabana +80/-80 $763.97 $763.97 31.25"x 96" Interlayer Type=PVB,Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None `• Aluminum Finish=Bronze ESP Hardware Type=Residential,3pt Lock?=Yes,Prep for Levers=Yes,Include Levers?(Shipped Loose)=Yes, Hardware Finish=Brushed Satin,Hinge Finish=Bronze U-Factor= 1.03, SHGC=0.2,VT=0.19, CR= 16,CPD=CDR-K-22-00013-00003 Door Swing=Outswing, Glazing Bead=Square Bead,Handing=Right Hand,Sill Type=Square Sill Cover isolarnen CUSTOMER PRI Extended: $25,807.05 Labor: $PA480.00 F4194: $0.00 .' Tam:•:•• $1,806.49 • .. .. . .. ...... . . . . ...... ed by: Fabian Cordova Pages: 8 of 8 Date: 1/12/2016 6:13:03 PM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... R & R Handyman & Construction Corp . 3015 NW 57 STREET Miami FL 33142 786-523-2681 305-965-8416 Rene Godoy STATE LICENSED CONTRACTOR RESIDENTIAL & COMMERCIAL PROPOSAL Date Prepared: November 11, 2015 Address : 9935 NE 13 avenue Miami Shores Proposal Submitted GD Art Construction to: Submitted by: Rene Godoy Proposal for: New Roof We Hereby Propose The Following: • 4,465 sq. ft. • Secure necessary permits • Install paper #30 • Install paper polystick #90 • Install metals 3' x 3' • Install plain tiles (monier) • 10 year warrantee We propose to furnish material and labor in accordance with the above specifications for the sum of: Total Cost: $22,500 At acceptance: $5,000 At permit acceptance: $10,000 At first inspection: $5,000 Final: $2,500 . . ... . . . . ' " " '.. Estimate GlechantedaAli tc--=eningSan'^es Date Estimate# 131 W fifth St Hialeah,R 33010 Uc Ct-"C1250511 .•. .: .•. .•. .: ... �f TEL 13051726-6715/13051219-1929 • • • • • . .. 9/8/2015 11 ftx 17861 M-2018/13051263-0928 •' .' ; Em.-Ill rnechac:calccWgmalLccm ••• ••• ••• ••• • •• • • • •• ••• •• • •• • • • • •• • • • • • •• • • Name/Address , .. . . . . ... .. Edmundo Gerez GD Art Construction Inc. 6770 Indian Creek Dr#4 D Miami Beach,FL 33141 Project 9879 NE 13 Ave Mia.. Description Qty Rate Total -Furnish and Install supply,return and ventilation duct work as per 1 7,350.00 7,350.00 plan -Furnish and Install linear diffuser grills as per plan(linear feet) -1 year warranty on parts and labor 0.00 0.00 -ITEMS NOT INCLUDED IN THIS ESTIMATE:PERMIT COST, ROOFING,CUTTING,PATCHING,FIRE CAULKING, CAULKING, MASONRY,ALARM SYSTEM,MAIN CONDENSING DRAIN, KITCHEN HOOD,KITCHEN HOOD FAN,STEEL OR STAINLESS STEEL KITCHEN DUCTWORK,ELECTRIC WIRES,HIGH AND LOW VOLTAGE,TEST AND BALANCE, AND SMOKE TEST. Total $7,350.00 Signature . ... . . ... Customer Number: . % .. .. . . ... . . . . ... • •• 2031 NW 79th Avenue . . .. . . . . .. . . . . . . . . . .. • Doral, FL 33122 Contact Person: • ••• ••• :00 ••• 305-592-2915 Bid Number:5115059 Please call:305-592-2915 Bid Description: MECH.A/C-ALMEIDA ••• ••• :•• :06 .•• Fax: 305-477-2386 . ... . . . . .. . BARRANTES •• • E-mail: Bid Date: 11/27/2015 •• • :0. •• Bid Prepared By: Bid Expiration: 02/27/2016 BID PROPOSAL QTY MODEL NO. DESCRIPTION NET EXTENSION 2 RA1648AJl NA RHEEM 4.OTN 16 SC 410 SS $1,221.00 $2,442.00 2 RHiT4821STANJA RHEEM ALUM A/H 3.5-4T R410 $681.00 $1,362.00 2 RX13H-1724C10J PRO 10KW HEATR KIT W/PULUO $59.55 $119.10 2 FFR21 MTI FILTER RACK 21" $21.00 $42.00 2 TP-P-705 VIVE PROGRAM 5-1-1 1 H/1 C $26.85 $53.70 1 QTRN050F NUTONE TRIM KIT $55.75 $55.75 1 QTXRNOOOHF NUTONE HOUSING $39.25 $39.25 Subtotal: $4,113.80 Tax: $0.00 Other: $0.00 TOTAL: $4,113.80 Special Instructions Acceptance of Proposal The above prices and conditions are satisfactory and are hereby accepted. Authorized Signature: Date of Acceptance: Conditions:will supply the products shown at the price and quantities shown for the above stated job only.does not guarantee quantities or descriptions to agree with plans and specifications.Exact specifications should be verified with manufacturers specification sheet prior to purchase.All ratings are nominal. This quote is subject to availability and credit approval.Contact your Sales Representative for availability.Neither taxes nor delivery charges,if applicable,are included in this quotation. Quotation is good up to expiration date specified,unless otherwise authorized in writing by a Representative.Purchase order required to confirm order. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . .. . . . . .. . . . . . . . . . .. . ... ... ... ... . Proposal NO.102115101 REV.2 KINGWIRE ELECTRIC INC. 1609 BARCELONA WAY,WESTON,FL 33327 TEL:786-291-7865 gulonelson@gmad com •• • • • •• ••• •• QUOTE .. . . . . . ... .. Customer Mia" Name FELIPE LARAI GDART CONSTRUCTION Date 0 2 T/21/2015 Address 9935 NE 13 rd AVE Order No. PER. City MIAMI SHORES State FI ZIP 33138 Rep Plane FOB Description Unit Price TOTAL JOB SITE:9935 NE 73rd AVE MIAMI SHORES FL 33138 75 PROVIDE AND INSTALL WIRING TO FIXTURE LIGHTS CEILLING AND WALLS AS PER PLANS. 40 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL 40 SWITCHES AS PER PLANS. 39 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL RECEPTACLES 15 A.120 V.AS PER PLANS. 22 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL GFI RECEPTACLES AS PER PLANS 6 PROVIDE AND INSTALL SMOKE DETECTORS 120 V.BATTERY BACKUP INTERCONECTED AS PER PLANS. 1 INSTALL WIRING AND ACCESSORIES FOR AHI AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR AH2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR CU1 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR CU2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR W/H AS PER PLANS 1 DEDICATED CIRCUIT FOR OVEN 1 DEDICATED CIRCUIT FOR COOKTOP 1 DEDICATED CIRCUIT FOR DP 1 DEDICATED CIRCUIT FOR DW 1 DEDICATED CIRCUIT FOR REFRIG. 1 DEDICATED CIRCUIT FOR DRYER 1 DEDICATED CIRCUIT FOR WASHER 7 ACFI CIRCUIT BREAKERS 1 INSTALL NEW ELECTRICAL PANEL,ELECTRICAL METER AND FEEDER FROM METERT CAN TO PANEL BREAKER. (NOT INCLUDE FPL UNDERGROUNG SERVICE WILL BE QUOTED ONCE KNOWN FPL SERVICE POINT) SUBTOTAL(FHIS PRICE NOT INCLUDE SUPPLY OF FIXTURE LIGHTS,NO FANS,NO SPECIAL DIMMERS,NOT INCLUDE LED BULBS 25,500.00 NOTE: ALL DEVICES PROPOSED WILL BE DECORA TYPE,TAMPER RESISTANT,WHITE OR IVORY,NOT SPECIAL COLORS,NOT DIMERS INCLUDED ALL THE WIRING WILL BE ROMEX TYPE ELECTRICAL METAL BOX TYPE GANG BOX,WELDED,METALIC. ALL MATERILA TYPE UL LISTED. NOTE: NOT INCLUDE PERMMITTING.NOT ENGINEERING PLANS NOT INCLUDE CITY FEES. NOT INCLUDE GC WORK AS PAINTING,PATCHING,WALL OR CEILUNG REPAIRINGS ETC...... NOT INCLUDE ANY OTHER UPGRADE. NOT INCLUDE SUPPLY OF FIXTURE LIGHTS. NOT DIMMER SWITCHES OR SPECIAL DEVICES.INCLUDE SWITCHES AND RECEPTACLES TYPE WHITE NOT INCLUDE REPLACEMENT OF PANEL BREAKER.NOT ANY UPGRADE OF SERVICE. SUMMARY OF LABOR AND MATERIAL SubTotal Shipping Payment I Other UPON SUBMITAL Tax Rate(s) DOWN P.50%.BALANCE UPON Comments ADVANCE. TOTAL USD $ Z1,500.00 Name CC# Expires 15 DAYS VALID. Insert Farewell Statement Here . . ... . . . ... .. .. . . . .. .. . ' Y • • • • • •• • • •• • • • • •• • • • • • • • • • ii•• A.S.P. ALA12j1�I�rTD�G��T� PPLIES 7535 WEST 20 AVE. HIALEAH FL 33014 TEL(305�7i ji4l�)T(.0?1556.7550 •• . • •• • • • • • ••• •• QUOTE LUCIANO GEREZ No. : 065420 GD ART CONSTRUCTION Customer No. : 660 6770 INDIAN CREEK 4D Salesperson: PICHON MIAMI BEACH, FL 33141 Date: 14-Jan-16 305-439-8788 Time: 09:46 AM ALL RETURNS WITHIN 7 DAYS 25% RESTOCKING FEE NO RETURNS ON ANY SPECIAL ORDERS /NO RETURNS ON ANY WIRE . ------------------------------------------------------------------------------- Product Code Description Qty Unit Price Extended ------------------------------------------------------------------------------- R012/2 ROMEX 12/2 5500.00 0.25 1375.00 835243001145 4SBMKO 4 SQUARE BOX 11/2 190.00 0.85 161.50 DEEP 1/2-3/4 KO TM870W SWITCH DECORA WHITE 15A 40.00 2.05 82.00 SERE02ASTRW 15A 125V DUPLEX RECEPTICO 39.00 1.99 77.61 DECORA TAMPER WHITE 029054513014 9120B 6.00 13.95 83.70 SMOKE DETECTOR AC/DC GFI20TRWH GFI 20A 125V TR WHITE 22.00 14.50 319.00 783164652819 THQL1120AF2 7.00 39.99 279.93 20A SP 120V AFCI COMBO CB 6BLACKSTR WIRE 6 BLACK STR 500.00 0.35 175.00 10BLACKSTR WIRE 10 BLACK STR 500.00 0.16 80.00 EMT1 EMT1 PIPE 150.00 0.75 112.50 783164112429 TLM4222CCU 1.00 159.99 159.99 225A 42CKT 1PH INDOOR LC UAT437XGF METER CAN 200A 1PH 1.00 51.95 51.95 783164277616 THQMV20ONRE 1.00 168.95 168.95 200A 1PH MB ENCLOUSER 20783164012860 THQL1120 15.00 4.25 63.75 20A 1POLE PLUG IN BRK 20783164012945 THQL2150 4.00 9.95 39.80 50A 2POLE PLUG IN BRK 835243000193 43050 75.00 0.69 51.75 1/2 CEILING RING 835243000049 41050 120.00 0.51 61.20 1/2 1 GANG RING 835243000124 42050 20.00 0.81 16.20 1/2 2GAN RING 1200 ROMEX CONN PVC 1/2 900.00 0.12 108.00 PVC11/2 PVC PIPE11/2 SHD40 50.00 0.53 26.50 784297130519 301 STAPLES FOR ROMEX 1.00 1.45 1.45 #14-#12-2 WNRED500 WIRE NUT RED 50OPCS 4.00 24.50 98.00 3/OSTR WIRE 3/0 STR 150.00 1.99 298.50 NOTE THIS PRICES INCLUDED -10 0 00 0.00 �5canned by Cam§canner . . ... . . . ... . . . . . . . . . . A.S.P. ALARM AICD-EI�CiRIC;Sl3FPLIES 'JS35WES1:2OAUX. HIALEAH,FL 33014 TEL(305)556-9047 FAX 305)556-7650 Page: 2 ------------------------------------------------------------------------------- SUBTOTAL 3892.28 SALES TAX 272.46 TOTAL 4164.74 Authorization Signature: X WE APPRECIATE YOUR BUSINESS HAVE A NICE DAY Scanned by CamScanner Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PM • • ••• • • • ••• •• •• • • • •• •• • More saving. Your Store: Dade County#277 More doing Use Current Location or find store • • •• • • • • •• • • • • • • •• Commj Commercial Electric Model#HBR2000R/201WH + nternet#2020e5• •12y . • 4 in. White Non-IC Remodel Recess'edilghttnlg'Kit-: ••• (10) 4 Write a Review Questions&Answers(2) •• • • • V. ••• •• • ••• • • • • •• • •• • • • • • ••• •• y t $19.97/each 1 ,. PRODUCT NOT SOLD IN STORES Jill Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#HBR2000R/201WH Internet#202025125 The Commercial Electric 4 in. Recessed Lighting Kit includes one 4 in. Non-IC airtight housing and one 4 in.white baffle trim to minimize glare.This kit can be used with suspended ceilings and is compatible with a standard wall dimmer. • Designed for use in Non-IC remodel construction • For use with suspended ceilings • Includes one 4 in. Non-IC airtight housing and one 4 in.white baffle trim • Minimizes glare in general,accent and task lighting • Compatible with a standard wall dimmer • Thermally protected • LIL listed for damp locations • Includes installation instructions and a template • Compatible with Standard Wall Dimmer • For Suspended Ceilings • Easy installation instructions and template enclosed • Home Depot Protection Plan: http://www.homedepot.com/p/Commercial-Electric-4-in-White-Non-IC-Remodel-Recessed-Lighting-Kit-HBR2000R-201WH/202025125 Page 1 of 2 Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PM • • ••• .0. ••• • ••• •• •• • •• • • • • • • • • • • • Protect your investment! ' ' ' • . . ... . . . . ... L Add a Protection Plan to your purchase. Leam more> • • • • • • • • •• • ••• ••• ••• ••• • SPECIFICATIONS •• • •• •• •••• •••• ••• •• .o ••• . . . . .. . .. . . . . . ... .. DIMENSIONS Aperture width(in.) 3.531 Product Height(in.) 5.5 Housing depth(in.) 5.768 Product Width(in.) 4.875 Product Depth(in.) 11.75 Size 4 in. DETAILS Adjustable Lamp Head No Maximum Bulb Wattage 50.0 W Bulb Type Included Incandescent,No Bulbs Included New Construction or Remodel Remodel Collection Name N/A Number of Housings Included 1 Fixture Finish White Product Weight(lb.) 1.87 Ib Fixture finish family White Recommended bulb type PAR 20 Fixture\track material Steel,Cast Aluminum,Plastic Reflector finish family White Light Bulb Base Code Medium Returnable 90-Day Light Source Incandescent WARRANTY/CERTIFICATIONS Certifications and Listings 1-UL Listed Manufacturer Warranty N/A ENERGY STAR Certified No MORE PRODUCTS WITH THESE FEATURES i Size:4 in. Light Source:Incandescent Reflector finish family:White New Construction or Remodel:Remodel Brand:Commercial Electric Housing depth(in.):5-6 Price:$10-$20 SEARCH http://www.homedepot.com/p/Commercial-Electric-4-in-White-Non-IC-Remodel-Recessed-Lighting-Kit-HBR2000R-201WH/202025125 Page 2 of 2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Del Rio & Son Plumbing Corp. . . .. . . . . .. . . . . . . . . . .. State License�l:P�}��nbin ,Co;tra;t;) State Licensed Gas Contractor Phone: 786.295t00198 . •. ... .. Fax: 98d.5U_i426' 8990 SVd'24'Stredt A r3'.. .• Miami, FL, 33165 PROPOSAL Job: 9395 NE 13 AVE MIAMI SHORES FL, 33138 To: GD ART Construction 6770 Indian Creek DR Suite 4D Miami Beach Date 01/05/2016 ATTN: Edmundo Work according plan (P-1) (P-2 ) INCLUDE: -Toilets Glacier Bay 5 X 110 $550.00 -Lavatories Glacier Bay 6 X 38 $228.00 -Lav Faucet Glacier Bay 6 X 38 $228.00 -Shower Foucet Moen 4 X 150 $600.00 -Box w/machine 1 X 70 $70.00 -Shower Drain 4 X 19.50 $78.00 -Shower Pan 4 X 60 $240.00 -Faucet Conector 18 X 7.80 $140.40 -Angle Valve 24 X 8.80 $211.20 -Toilet Conector 5 X 14 $70.00 -Ice Maker Box 1 X 50 $50.00 -PVC Pipe 1 Y:" 3 X 7 $21.00 ... . ... ... . . ... .. . .. .. . . . . . %:. . . . . . . . . ... . . . . ... -PVC Pipe 2" 12 X 12 $144.00 . . .. . . . . .. . -PVC Pipe 3" 14 X 16 $224.00 . ... ... ... ... . -PVC Pipe 4" 5 X 22 $110.00 .. . . . .. ... .. -CPVC Pipe W 30 X 4 •• �•� �• •• $120.00 .. . . . . . ... .. -CPVC Pipe%" 40 X 7 $280.00 -CPVC Pipe 1" 10 X 12 $120.00 -Closet Flange 5 X 4 $20.00 -PVC Pieces $2100.00 -CPVC Pieces $1500.00 -Workforce $8895.40 -Miscellaneous $1000.00 Total $17000.00 NO INCLUDE: -Fire Matirials -Any Concrete -Permit -A/C Drain -Any Filter -Back Flow Prevents -Sand/ Labor if it necessary -Patch Floor , Ceiling ,Wall , Roof NOTE: We are not responsibility for any damage : FPL ,Wire ,Pipe ,Gas ,Under slab , Above slab . Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AM % • % • ••• • • • ••• •• • • • •• • • • • • • • • • • • ! More saving, Your Store:Dade County#277 More doing: Use Current Location or fino store • • •• • • • • •• • Glacier Bay Model#N241oEB/N24ioT Internet#205$43940 •StOO SKV#t00*51*% 2-piece 1.0 GPF Single Flush Elongated Toaiietm While yti 7k i, (7) Write a Review Questions&Answers(3) •• • • • •• ••• •• • ••• • • • • •• • ' 'P 1 EPA Was $118.99 $108.00 /each T Save$10.00(8%) • Uses only 1.0GPF while delivering superior flush performance • Available exclusively at The Home Depot \\`� • QuickConnect Easy Installation System Open Expanded View Click Image to Zoom FREQUENTLY BOUGHT TOGETHER r0 Price for all three:$118.66 ADD TO CART This item:2-piece 1.0 GPF Single Flush Elongated Toilet in White$148.99$108.00 3/8 in Compression x 7/8 in Ballcock Nut x 20 in. Braided Polymer To,let Connector$6.68 DAP Kwik Seal Pius 5.5 oz Kitchen and Bath Adhesive Caulk with Microban$3.98 PRODUCT OVERVIEW Model#N2410EB/N24ioT Internet#205843940 Store SKU#1001251582 The Glacier Bay 2-piece Ultra High Efficiency Elongated Toilet in White is manufactured from durable vitreous china,which is resistant to stains,acid and abrasion for long lasting beauty.This 2-piece toilet comes with an elongated chair-height bowl for maximum comfort and has a white porcelain finish http://www.homedepot.com/p/Glacier-Bay-2-piece-1-0-GPF-Single-Fl...erBay-D29B-Bath%7C&gcIid=CL6hn-SHtsoCFYMbHwodjwcCKw&gcisrc=aw.ds Page 1 of 2 Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AM • • ••• • • • ••• that blends with a wide range of bath or powder room decor styles.AIW;erfoimaAco waA JAty of flush power,this toilet is easy to install and includes a toilet seat,wax ring and floor mounting bolt seat. Limited lifetime 4arrarZty.•:• : : . • • 16.5 in.chair height meets ADA standards • Features the quick connect easy installation system ••• .: ••• .•. •: .•• • . • • • • • . •• • High performance bowl design for superior flush performance: : : •• .• • .•• .•. •.. ••. • • All in one packaging includes the toilet seat,wax ring and floor mounting bolt set •• • • . •• ..• •• . ••. • • • . •• . SPECIFICATIONS ••' '•' �•• ••' DIMENSIONS Bowl Height without Seat(in.) 16.5 Product Height(in.) 31.87 Flush Valve Size(in.) 3 Product Width(in.) 17.05 Product Depth(in.) 28.94 DETAILS Bowl Height Comfort Height MaP Performance Rating 800 Bowl Shape Elongated Material Vitreous China Color Family White Mount Location Floor Mount Color/Finish White Product Weight(lb.) 79.2 Ib Commercial/Residential Residential Returnable 90-Day Flushing Mechanism Gravity Flush Rough In Size 12 Flushing Technology Flapper/Piston Toilet Features Complete Kit Flushing Type Single Flush Toilet Included Components Handle,Hardware,Seat Gallons Per Flush 1.000 Trip Lever Location Left Side WARRANTY/CERTIFICATIONS Certifications and Listings IAPMO Certified Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Bowl Shape: Elongated Bowl Height:Comfort Height i _ Color Family:White Brand:Glacier Bay Price:$100-$150 Material:Vitreous China Review Rating:2&Up SEARCH http://www.homedepot.com/p/Glacier-Bay-2-piece-1-0-GPF-Single-Fl...erBay-D29B-Bath%7C&gclid=CL6hn-SHtsoCFYMbHwodjwcCKw&gclsrc=aw.ds Page 2 of 2 Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1/19/16 9:19 AM % • % • ••• • • • ••• •• • • • •• • More saving. Your store: Dade County#277 �i More doing. Use Current Location or find store Polaris Sinks Model#P28122V-W Internet#2o63426t6 : ' •' .' ; ;'. Porcelain Vessel Sink in White ••• ••• ••• ••• • - Write the First Review Questions&Answers(2) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• ' $78.00/each PRODUCT NOT SOLD IN STORES r t Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#P28122V-W Internet#206342656 The P28122VW porcelain vessel sink offers a unique,modern look for any bathroom. It is made from true vitreous China,which is triple glazed and triple fired to ensure your sink is durable and strong. Because this sink is a vessel,no mounting hardware is needed.The overall dimensions for the P28122VW are 18 in.x 18 in.x 7-3/4 in.and an 18 in.minimum cabinet size is required.Vessel sinks require a special spring-loaded pop-up drain, which we offer in a variety of finishes to fit your decor.As always,our porcelain sinks are covered under a limited lifetime warranty for as long as you own the sink. • 18 in.minimum cabinet size • True vitreous china • Limited lifetime warranty • No hardware needed • Center drain • Vessel installation SPECIFICATIONS DIMENSIONS Basin Depth(in.) 5.75 Inner bowl front to back length(in.) 16 http://www.homedepot.com/p/Polaris-Sinks-Porcelain-Vessel-Sink-in-...Fixtures&Toilets%7C&gclid=CO60wualtsoCFU4WHwodD3AKYQ&gclsrc=aw.ds Page 1 of 2 Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1/19/16 9:19 AM Basin Length(in.) 18 • SnneC0I fdemto:ide*idth(in.) 16 Basin Width(in.) 18 • • • • • •• • • •• • • • • •• • DETAILS .' .' ;•• Color Family White Product Weight(lb.) 14.95 Ib Color/Finish White •• • • Returnable ••• •• 90-Day Drain Included No i i i Sha'e e•• i i Round 0 0 009 so Material Porcelain WARRANTY/CERTIFICATIONS Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Basin Width(in.): 15-20 Basin Length(in.): 15-20 Basin Depth(in.):5-11 Price:$50-$100 Brand: Polaris Sinks Color Family:White Material: Porcelain SEARCH http://www.homedepot.com/p/Polaris-Sinks-Porcelain-Vessel-Sink-in-...Fixtures&Toilets%7C&gclid=CO60wualtsoCFU4WHwodD3AKYQ&gclsrc=aw.ds Page 2 of 2 Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-86101-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • More saving. Your Store: Dade County#277 ['lr, More doing; Use Current Location or find store • • • •• • • ••• • • ••• •• • Glacier Bay ' Model#7032E-B61o1 ! Internet#2020437* 6tore W :87@251 :•: Constructor 4 in. Centerset 2-Hand1e•Cbw!XreBaffito6m Faucet in Chrome *7k717tr (273) Write a Review Questions&Answers(16) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $24.86 leach �- Get up to$25 in Rebates+ ... • Available exclusively at The Home Depot /1 .--�.-� • WaterSense certified to help reduce water use ��� \ l • Contains washeriess cartridges to prevent dripping IN STOCK AT YOUR SELECTED STORE Dade County#277 171 In Stock Miami,FL 33135 Aisle 23,Bay 006 ierT� Text Product Location FP1 Open Expanded View Crick Image to Zoom FREQUENTLY BOUGHT TOGETHER Price for all three:$78.86 tl + + ADD TO CART 6 This item:Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome$24.86 Glacier Bay Shelburne/Petite Aragon Pedestal in White$24.00 Glacier Bay Petite Aragon 8-3/8 in. Pedestal Sink Basin in White$30.00 PRODUCT OVERVIEW Model#7032E-B61o1 Internet#202043756 Store SKU#217251 Store SO SKU#217251 The Glacier Bay Constructor 4 in.2-Handle Low-Arc Bathroom Faucet in Chrome has a nostalgic look and will complement a wide variety of bathroom decor.WaterSense certified with a 1.5 gal.per minute water flow rate to help reduce water use and washerless cartridges to help prevent dripping,this http://www.homedepot.com/p/Glacier-Bay-Constructor-4-in-Centerset-2-Handle-Low-Arc-Bathroom-Faucet-in-Chrome-7032E-86101/202043756 Page 1 of 3 Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-86101-The Home Depot 1/19/16 9:20 AM • • ••• • • • 0: •• •• •• • • • •• •• • faucet meets and exceeds the highest standards of efficiency.The 2-ttanble design,jginjraiF sopoLt arsd deck-plate mount make this faucet easy to use and easy to install. Pair with other pieces from the Constructor Collectan foga e;mplet,;and poli'shel look. Limited Lifetime Warranty. • 2-handle design for easy use • Low-arcs out has a height of 1-19/32 in. •• ' • ' • •• • 00 • Spout has a reach of 4 in. ' ' ' ' '9 0' • • Chrome finish is easy to clean • 1.5 gal. per minute water flow rate helps conserve water .00 : : .0. :•. :00 .'• . .•. • .. • • ADA Compliant . • • •i.• i i •• • • • • • ••• •• • Deck-plate mount for easy installation • 3 installation holes required • Pop up assembly included • F ow To Install a Centerset Faucet SPECIFICATIONS DIMENSIONS Assembled Depth(in.) 8.79 in Connection size(in.) 1/2 In. Assembled Height(in.) 3.22 in Spout height(in.) 1.6 Assembled Width(in.) 5.74 in DETAILS Bath Faucet Type 4"Centerset Installation Type 4"Centerset Color Family Chrome Number of Faucet Handles Double Handle Color/Finish Chrome Number of Faucet Holes Required 3 Faucet type Bath Faucet On-center measurement 4 in.center set Features No Additional Features Returnable 90-Day Flow rate(gallons per minute) 1.5 Spout Reach(in.) 4.1 Handle type Lever Spout Type Low Arc Included Components Drain,Handles Touchless/Touch On Neither WARRANTY/CERTIFICATIONS Certifications and Listings ADA Compliant Manufacturer Warranty Limited lifetime warranty MORE PRODUCTS WITH THESE FEATURES Brand:Glacier Bay Color Family:Chrome I Price:$20-$30 Number of Faucet Handles:Double Handle i http://www.homedepot.com/p/Glacier-Bay-Constructor-4-in-Centerset-2-Handle-Low-Arc-Bathroom-Faucet-in-Chrome-7032E-B6101/202043756 Page 2 of 3 MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• More ,*.. Your Store:Dade County#277 [3. More doing.' Use Current Location or find store • • •• • • • • •• • • • • • • • • • •• MOEN ' Model#82968SRN i Internet#202707681 StQ et Ktj#577At2 Ashville 1-Handle Shower Faucet iri Spot Ifesist Brushed Nickel lir*�r7k = (23) Write a Review Questions 8 Answers(17) • • •• ••• •• • ••• • • • • •• • $154.00 leach • FREE return shipping �/� • WaterSense-certified • 2-hole installation IN STOCK AT YOUR SELECTED STORE r-- "o, Dade County#277 8 In Stock Miami,FL 33135 Aisle 23,Bay 006 Text Product Location S 1 Open Expanded View Click Image to Zoom FREQUENTLY BOUGHT TOGETHER Price for all three:$439.77 ii rN ADD TO CART This item:Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel$164.00 MOEN Ashville 4 in. Centerset 2-Handle Bathroom Faucet with Microban Protection in Spot Resist Brushed Nickel$89.00 MOEN Ashville 1-Handle Tub and Shower Faucet in Spot Resist Brushed Nickel$196.77 PRODUCT OVERVIEW Model#82968SRN Internet#202707681 Store SKU#577972 The MOEN Ashville 1-Handle Shower Faucet features a brushed nickel finish designed to resist water spots and fingerprints to give it a polished look that is easy to clean.This faucet has a Posi-Temp pressure-balancing valve to help maintain water flow and control the water temperature to give you a http://www.homedepot.com/p/MOEN-Ashville-1-Handle-Shower-Faucet-in-Spot-Resist-Brushed-Nickel-82968SRN/202707681 Page 1 of 3 MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • comfortable and safe bathing experience.The single-control lever hancZe TnE.%ts 4DA:l;jui0an1er:s a0d makes for effortless use.To finish up the look, the showerhead comes with an arm and flange. : .:• : : : : .:. • Advanced self-pressurizing Immersion rainshower technology channels water through the showerhead with more spray power for a thorough rinse • Posi-Temp pressure-balancing valve maintains water pressure ar1ti IVrr+atWre• • • • •• • • Large 8.5 in.diameter rainshower showerhead helps provide a c&yfbrtaClV shoj%ngjxperiepte• ••• • Shower arm and flange are included for a coordinating look Lever handle is ADA compliant for ease of operation " ' ' ' " •" •• . Pressure balance/scald guard •• • • . . . .•. •• Fixed-mount showerhead installation is required • Self-cleaning nozzles • Due to WaterSense regulations in the state of New York,please confirm your shipping zip code is not restricted from use of items that do not meet WaterSense qualifications • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots W MOEN Buy it for tooks.Buy it far life! The innovative Spot Resist'"finish prevents the unsightly build up of water spots and fingerprints on your faucet. it's easy to spot the difference: SPOT RESIST. With Spot Resist`" { Standard Finish SPECIFICATIONS DIMENSIONS Connection size(in.) 1/2 In. Product Width(in.) 7 Product Depth(in.) 7 Showerhead face diameter(in.) 8.5 Product Height(in.) 7 DETAILS Bath Faucet Type Shower Stall Included Components Handles,Required rough-in valve Built-in Water Filter No Number of Faucet Handles Single Handle Color Family Nickel Number of Spray Settings 1 http://www.homedepot.com/p/MOEN-Ashville-1-Handle-Shower-Faucet-in-Spot-Resist-Brushed-Nickel-82968SRN/202707681 Page 2 of 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... GDT GROUP . . .. . . . . .. . 323 NE 211 TERRACE •• •• '•• . ... ... ... ... . MIAMI, FL 3379 .. . . . .. ... .. . . . . PH: 786-3950107/954-3769015.. . : : : :•. .. .. : : .. . . . . . ... .. ESTIMATE Client: GD Art Construction/Construction Developer Group Job Address: 9935 NE 13th Avenue Description: General renovations Date: 9/1/15 • FRAMING, DRYWALL AND FINISH • Install all framing according to approved plans o Build framing for walls and ceilings metal studs 35/8", tracks 1 5/8" 25 gauges o Metal studs 35/8" 70 units ($2.6/unit) $182.00 o Tracks 1 5/8" 30 units ($1.8/unit) $54.00 o Furry 150 units $200.00 o Insulation material $400.00 o Screws $ 42.00 o Metal partition labor $3,000.00 • Install new drywall in walls and ceilings (green and durock for bathrooms as per code) 0 2.1- White drywall 1/2" Qty 180 ($7.84/sheet) $1,411.20 0 2.2- Green 1/2" Qty 25 ($11.04/sheet) $276.00 0 2.3- Durock Qty 21 ($22.72/piece) $477.12 0 2.4- Drywall screws 2 boxes $ 84.00 0 2.5- Durock screws 10lbs $70.00 • Finish, plaster all ceilings and walls level 3 0 3.1- Plaster compound tanks Qty20 ($13.70/5gal) $274.00 0 3.2- Durabon 45 Qty 25 ($8.60/bag) $215.00 0 3.3- Metal corner bids 2 boxes 100 units ($45.00) $90.00 0 3.4- Sand paper#100 3 boxes ($15.00/box) $45.00 0 3.5- Sand paper #120 3 boxes ($15/box) $45.00 • Stucco whole house exterior walls o 4.1- Sand 4 yds ($40/yd) $160.00 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 0 4.2- Stucco mix unsanded 25 bags ($7.5/bag) $187.50 0 4.3- Bonding 10 gal ($500gao $5011.00 0 4.4- Fiber 4 bags ($!J/ agj $2g.U0.•• • ;•; 0 4.5- Plastic corner 40unit99($5/dach)'$20000 • . Drywall, Plastering Labor $5,500.. . .V: . .. .... ; . ;. •.. . . • • •. . Total: $13,440.82 Permits: Cost of plans, permit fees or processing costs are not included; Fees or deposits required by the City of Miami Shores not included. Edmundo Gerez Hernan Tortul . ... 6504 NW 77th Court 105 j%TjAv.g.nue;. :' : '..: Master Order Pt Miami, Florida, 33166 Pomapr�Beath, 0 33:81 P;305-556-6251 P:954-606-031M • • • • •'• F:305-556-6256 F:954-312-3041 Order Number: 0077167 AC'i S U P P LY, INC ••• •• ••• ••• • ••. Order Date: 1/8/2016 • •• • • • • • • • • •• Salesperson: 0005 • • • • • • • • • • • •04 •90 • • • Page 1 of 2 Sold To: Ship To: •• • • • •. ••• •• GD Art Construction '• ;•: ; �pCW CONstruc>♦gp 6770 Indian Creek Dr. •0' • Ex1or: ;.. ..• 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P/O Shippinq Date Payment Terms Ship VIA ShiDer term 0000649 12/31/5999 Credit Card on File QUANTITY Billing Item Number / Description Ordered U/M Shipped PPed BO Price per Unit Price U/IM Amount 20-25S15/8X100 1 Stud 1 5/8"x 10'25 Gauge 10 PC 0 0 1.850 0.00 MLF 18.50 20-25TR15/8X10 2 Track 1 5/8"x 10'25 Gauge 10 PC 0 0 1.800 0.00 MLF 18.00 20-25S35/8X100 3 Stud 3 5/8"x 10' 25 Gauge 20 PC 0 0 2.600 0.00 MLF 52.00 20-25TR35/8X10 4 Track 3 5/8"x 10'25 Gauge 20 PC 0 0 2.550 0.00 MLF 51.00 10-RG04X08X1/2L 5 Wallboard 4'x08'x1/2"Liftlite 100 PC 0 0 7.840 0.00 MSF 784.00 10-MD04X08X1/2 6 Wallboard 4'x08'x1/2"Mold Defense 50 PC 0 0 11.040 0.00 MSF 552.00 10-CB04X08X1/2 7 Cement Board 04'x08'xl/2" 10 PC 0 0 22.720 0.00 MSF 227.20 90-FRJBAG45M 8 Rapid Joint 45 2 BAG 0 0 8.600 0.00 BAG 17.20 90-DFJCPAI617 Continued . . ... . . 6504 NW 77th Court 305m 13AvZrILl� :•••. ... Master Order Miami, Florida,33166 Poroapno�ea:h, F�3:01;9 P;305-556-6251 •P:95%-005'03144• • • ••• F:305-556-6256 F:954-312-3041 Order Number: 0077167 ACI SUPPLY, INC .. . . . . .. Order Date: 1/8/2016 . . .. . • • • • • • • • •• Salesperson: 0005 • • • •••• •••• • • • Page 2 of 2 • ••• ••• • Sold To: Ship To: .. . . . .. ... .. GD Art Construction • :•: : : :6b/IConslr+lction 6770 Indian Creek Dr. ' • • ' ' ' • 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P/O Shipping Date Payment Terms Ship VIA Shloer term 0000649 12/31/5999 Credit Card on File QUANTITY Billing Item Number / Description Ordered U/M Shipped BO Price per Unit Price wM Amount 9 USG Sheetrock Joint Compound 61.7 LB-5 2 PAIL 0 0 13.700 0.00 PAIL 27.40 Gallon-Green Lid 90-ATFT217250 10 Fiberglass Tape 2"x 300' t ROLL 0 0 3.750 0.00 ROLL 3.75 61-0818125HL 11 Screw 8x1-1/4 Box 5000#8125HL/CB114 t Box 0 0 99.000 0.00 BOX 99.00 61-061180268 12 Screw 6 x 1-1/8 Box 10000#268/FS118 t BOX 0 0 42.000 0.00 BOX 42.00 21-0114090080 13 Comer Beads 1-1/4"x 08' 63 PC 0 0 0.900 0.00 MLF 56.70 GOODS RECEIVED IN SATISFACTORY CONDITION PURSUANT TO TERMS CONTAINED HEREIN. CONDITION OF SALE:(1)A MONTHLY CHARGE OF 1.5%(18%PER YEAR)WILL BE APPLIED TO ALL INVOICES OVER 30 DAYS OLD.CHARGE ACCOUNTS BILLS DUE ABO PAYABLE IN 7 DAYS.(2)THE PURCHASER AFREES TO PAY ALL COSTS OF COLLECTION INCLUDING A REASONABLE ATTORNEYS FEES IN THE EVENT THIS INVOICE IS PLACED WITH AN ATTORNEY WHEATHER A SUIT IS BROUGHT OR NOT. Net Order 1,948.75 (3)WE WILL NOT ALLOW CLAIMS OF ANY NATURE UNLESS REPORTED UPON RECEIPT OF MERCHANDISE. LASS Discount: �•�� DELIVERY:DELIVERYMUST BE CHARGED,NO EXCEPTION,AND ACI SUPPLY SHALL NOT BE LIABLE FOR DAMAGES CAUSSED BY DELAY IN DELIVERY. Freight: 0.00 RETURNS s EXCHANGES:WALL BE ACEPTED NO LATER THAN 15 DAYS AFTER INVOICE DATE.PRIOR TO RETURNING ANY MATERIALS,BUYER 136.42 SHOULD REQUEST CONCENT FROM THE MAIN OFFICE AUTHORIZING THE RETURN,THE BUYER WILL BE RESPONSIBLE FOR THE COST OF Sales Tax: RESTOKING(15%)PLUS COST OF TRANSPORTATION.MATERIAL RETURNS ARE NOT ALLOWED FOR SPECIAL ORDER ITEMS. Order Total:US$ 2,085.17 PRICE POLICY:PRICES ARE SUBJECT TO CHANGE WITHOUT PREVIOUS NOTICE. Weiqht: 8,551.74 LBS Total Units Shipped: 0.00 PCS www.aclsupply.com 0&:k�.Zl:....,_] More doing: use urrent Location or find store Clopay Model#GRiLP_S S Gallery Collection °L } Internet#204598dgt •: •:• ••• :• •: •:• rY 1.6ft. x7ft. 6.5W- . o . ***�` (3) Write a Review .;'Questions 8 Answers(4) • - �Osulteit Solid White Garage Door . . . .. . . .•. .. .•• . . . . . • • . •• • . . • • . ••• ••• ••• ••• • •• . . . .. ••• .. : $1 021 ... .. � ■00/each -- - PRODUCT NOT SOLD IN STORES Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#GR1LP SW SOL Internet#204598491 Add strength, security and style to your home with a Clo a 9 491 energy efficiency and quiet o Clopay Garage Door.The o layer steel construction features -urb.The Aeration. Decorative panel edging and natural embossed wood rain texture improve a price incudes the door and components only. Installation is NOT included. polystyrene insulation for added g p appearance close-up' Click here to design your Custom Clo a p and from the p Y Garage Door and schedule an icts >„ Offers a 3-layer construction(steel-insulation-steel) Vintage style with updated appeal Heavy-duty exterior steel ensures durability and security �- EZ-Set torsion springs are included Traditional overhead door is compatible with automatic garage door openers Bottom weather seal in rust-proof aluminum retainer helps seal floors and is easily replaced 'ECIFICATIONS IIMENSIONS 'rage Door Size -- 16'x7' Product Height(in.) 84 //www.homedepot.com/p/Clopay-Gallery-Collection-l6-ft-x-7-ft-..._R-Value-Insulated-Solid-White-Garage-Door- GR1LP-SW-SOL/204598491 Page 1 of 2 . . ... . . • ••. .. .. . . . .. .. . . . . . . . . . . . Product Depth(in.) 192 • • • Produ•t 4dth 01) • 1.38 .—•—rr•—r-•—r---•—rr. -- DETAILS Color Family White : : : darageFeatures: :0. Insulated • • • • • • • • •—rr•—-r••--•-r•—r.-•--• Door Configuration Double Door Insulation R-Value 6.5 Garage Door Collection Gallery .•• ; ; JlVens@r. ; • ••• Steel • ••• • • • • •• • Garage Door Color White •• ; ; ;;Turt:ab� ;•• ••• 90-Day Garage Door Style Carriage Style WARRANTY/CERTIFICATIONS Paint System-Lifetime,Windows-10 Manufacturer Warranty yrs.,Sections/Delamination-5 yrs., Hardware/Springs-3 yrs. MORE PRODUCTS WITH THESE FEATURES Garage Door Size: 16'x7" Door Configuration:Double Door Color Family:White i Garage Door Style:Carriage Style Garage Features: Insulated Insulation R-Value:6.6 Price:$1000-$2000 SEARCH Your Store:Dad. htt / rrl BepiS obi i'/p/Clopay-Gallery-Collection-16-ft-x-7-ft-...-R-Value-Insulated-Solid-White-Garage-Door-GR1LP-SW-SOL/204598491 Page 2 of 2 . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . ... INTERMA.RBitEt INC. PORCELAIN — 6JLs1R�iLE .'TRAVERTINE:— MOSAICS . 000 •00 000 000 • .. . . . •• •.• .. . ... . . . . .. . Miami January 12"', 2016 ' .. . . . . . see .. To: Mr Fabian Silveiro Re: Quote for materials 2936 SF Porcela:n White Bone Polished in 24X24 at $1.59 per SF 1014 SF Porcelain Light Beige Mate in 12x24 at$2.10 per SF 70 SF Porcelain Mosaics in 2X2 12X12 sheets White or Beige at $4.00 per SF Any other questions please call us or send an email. Best regards, r Lucy Daruna Intermarble,lnc. 7890 N.W. 29 St. Suite C, Doral FL 33122 Phone: 305-593-9100 Fax: 305-593-8282 Email: intermarble@birch.net e r , { , a � v r Y4 p � �+, r 1 1 + 1 n i y, t Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005-The Home Depot 1/18/16 5:51 PM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • More saving. Your Store:Dade County#277 More doing: Use Current Location or find store • • •• • • • • •• • • • • • • • • • •• Seal-Krete Model#922005 Internet#203002755 • • • • • • • • Epoxy Seal Slate Gray 922 5 gal. 6bnifetj Vdd'Gdhid6*Floor Paint ***1,*1, ' (34) Write a Review Questions 8 Answers(35) •• • • • •• ••• •• • ••• • • • • •• • $127.00/each • Durable,satin concrete paint that resists scuffing and g. ~�� • For interior or exterior concrete surfaces. g peeling. ;1 w ra..r ..wr.r�+ • Resists stains,household chemicals and hot tire pickup. EPQXT'SEA! coNccttt a c�IM191 rtoa FSPY1�{ PRODUCT NOT SOLD IN STORES Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#922005 Internet#203002755 Store SO SKU#1000055698 Seal-Krete Epoxy Seal is a ready-to-use,acrylic-epoxy blend formulated to resist hot tire pickup,chemicals,oil,grease.And gasoline stains.This epoxy- fortified formula dries to a durable, UV-resistant,satin finish that resists scuffing,peeling,blistering and fading. Epoxy-Seal is easy to maintain,making it ideal for both interior and exterior high-traffic areas including garage floors,driveways,shop floors,basements,pool decks,walkways,patios, porches and more. • Ready-to-use • Resists oil,chemicals,hot tire pickup • Hi-hide • Interior/exterior • Soap and water clean up • Actual paint colors may vary from on-screen and printer representations • Online Price includes Paint Care fee in the following states:CA,CO,CT,MN,OR, RI,VT SPECIFICATIONS DIMENSIONS Container Size 5 GA-Gallon Coverage Area(sq.ft.) 2000 http://www.homedepot.com/p/Seal-Krete-Epoxy-Seal-Slate-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 1 of 2 Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005-The Home Depot 1/18/16 5:51 PM • • ••• • • • ••• • • • • • • • • • • DETAILS • ••• • • ••• Application Method Brush,Roller • • Paint/Main Base aterial• Epoxy/2 part o •-•-M •-1-•-•-� -• -- - Application Method Brush or roller a i : • FainU9tain CleariUp i•• Soap&Water Chemical Resistant,Mildew Resistant,Prevents hot tire Chemical resistant Yes •• • • Paint�S•tain�e+yFea �es pickup,Primer • • • • • • • • • Required,Sealer,Wateroof Coating Product Category Paint •• • • Painfttdln/?AfbrIRdbfer Product Type Basement,Floor&Garage Color Family Grays Primer required Yes Color/Finish Slate Gray Returnable 90-Day Dry to touch(min.) 120 Skid Resistant No Interior/Exterior Exterior,Interior Substrate/Surface Use Type Concrete/Brick/Masonry/Stone Mildew Resistant Yes Time before recoating(hours) 4 Number of components in formula 1-part Transparency Solid Paint Product Type Interior Paint/Stain WARRANTY/CERTIFICATIONS Manufacturer Warranty 2 years replacement of product MORE PRODUCTS WITH THESE FEATURES Color Family:Grays Brand:Seal-Krete Price:$100-$150 Coverage Area(sq.ft.):2000 i Container Size:5 GA-Gallon ! Review Rating:3&Up SEARCH http://www.homedepot.com/p/Seal-Krete-Epoxy-Seal-Slate-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 2 of 2 House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1/18/16 5:56 PM DETAILS •• .• •• •• • . . . . . . . . . . Application Floor • • VaintaaleAtainable• •.• Yes Color Family White . . Pattg{n Nurpber . .. 8819 • • •• • • • • •• • Flexible No ; ; ; Pre�i}lishe�l• ; ; ; No Interior/Exterior Interior Pro Pack No Kits No •• •jej,4bli • •• 90-Day Material Medium Density Fiberboard(MDF?• • Rot ResisftnP ••• •• No Moisture Resistant No Sell Pack Options Single Item Moulding Features No Additional Features Termite Resistant No Moulding Type Base Wood Veneer No WARRANTY/CERTIFICATIONS Manufacturer Warranty Satisfaction Guaranteed MORE PRODUCTS WITH THESE FEATURES Moulding Type:Base Material:Medium Density Fiberboard(MDF) Interior/Exterior: Interior Moulding Features:No Additional Features Color Family:White Application: Floor Sell Pack Options:Single Item SEARCH http://www.homedepot.com/p/House-of-Fara-8819-1-2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 2 of 2 House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1/18/16 5:56 PM % •• • • • % •• • • • • • • • • • • • •� More saving. Your store:Dade County#277 More doing: Use Current Location or find store • • •• • • • • •• • • • • • • • •• House of Fara Model#8819 Internet#205426937 • • • •• • • • • 8819 1/2 in. x 3-1/2 in. x 96 in. MDF PriiftedBidb Md1LIQing Write the First Review Ask the first question •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $9.1 V leach PRODUCT NOT SOLD IN STORES Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#8819 Internet#205426937 The House of Fara 1/2 in.x 3-1/2 in.x 8 ft.MDF Primed Base Moulding will add a clean and smooth contemporary look to any room. It's constructed from primed MDF and is ready for painting to match your existing decor.This smooth profiled baseboard moulding is economical, it will add a unique detail and an architectural touch to any room or project. California residents:see Propos:tion 65 informations • MDF primed base • Clean and smooth contemporary look • Economical • Ready for painting SPECIFICATIONS DIMENSIONS Product Depth(in.) 0.5 Product Length(in.) 96 Product Height(in.) 96 Product Width(in.) 3.5 http://www.homedepot.com/p/House-of-Fara-8819-1-2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 1 of 2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . . . . . . .. . ... ... ... ... . .. . .OLM . •. ••. .. . ... . . . . .. . Project name • • • • • •• ' ' Included in the totalrice Fabiano Silveira ••• i ••• . i .•• ••• p Appliances $1,248.00 Project number 0000-9003-2612 Total Price: $5,512.82 Price Quantity Total Price i 80265398 SEKTION $57.00 1 $57.00 base cabinet frame 40 white 36x24x30 " 20 90266929 BROKHULT $108.00 2 $216.00 drawer 0 front walnut effect light gray 36x15 " 10265684 MAXIMERA $60.00 2 $120.00 „- drawer, high white 36x24 " 90265661 MAXIMERA $49.00 1 $49.00 drawer, low white 36x24 " 00265627 UTRUSTA $19.00 1 $19.00 drawer front, low 36 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 1 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 20265396 SEKTION $38.00 1 $38.00 base 60 .•• .i ••. •cebina4 •.. frame . V. 40 • •.• •.• •&vhite.•• • 18x24x30 " .. . . . .. •.. .. ?0 .•BBQ �tQ�CHU'L„T $72.00 2 $144.00 tVayver 0 .. . . . . fpomr• .• walnut effect light gray 18x15 " _ 50265682 MAXIMERA $41.00 2 $82.00 drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 *' drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 2 of 10 . . ... . . . ... .. .. . . . .. .. . . • •.. • . • • ..• 30265386 SEKTION $49.00 1 $49.00 base 60 -� .•'• •i •'• .cabinet, •" . W-Ae 40 • ••• ... :white •.. . 30x24x3O " 20 •• • • • •• ••• •• ••50rPV9V6*. ;B12CJI HU LT $96.00 2 $192.00 . . •dra%ver 0 .• . . . •front•• •. walnut effect light gray 30x15 " 70265676 MAXIMERA $53.00 2 $106.00 drawer, high white 30x24 " 90265656 MAXIMERA $43.00 1 $43.00 drawer, low white 30x24 " 20265626 UTRUSTA $17.00 1 $17.00 drawer front, low 30 " 4 50265502 SEKTION $86.00 1 $86.00 Lbase corner cabinet frame white 47x26x30 " 50266907 BROKHULT $126.00 1 $126.00 door 60 walnut effect light gray 40 21x30 " 20 10265622 UTRUSTA $15.00 1 $15.00 shelf for corner base 0 cabinet white 47 " r 60204645 UTRUSTA $6.00 1 $6.00 ` w hinge 125 ° http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 3 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 20288920 RENLIG $849.00 1 $849.00 • • fully • .. ' :nieg!pteg. �• •• dishwasher- *Staiiq6s • steel '• IZ* d;tl F:BQOKA;U T $144.00 1 $144.00 :'.ddor s effect light gray 24x30 " 6 --i"— 80265398 SEKTION $57.00 1 $57.00 base - cabinet I I frame white 36x24x30 " BO 50222517 BOHOLMEN $129.00 1 $129.00 OE double-bowl 40 inset sink stainless steel 20 31x19 5/8 " o 90056021 ATLANT $6.99 2 $13.98 waste - --- strainer t 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 60266902 BROKHULT $118.00 2 $236.00 door walnut effect light gray 18x30 " 60204645 UTRUSTA $6.00 2 $12.00 hinge 125 ° 60284581 SEKTION $9.00 1 $9.00 reinforced ventilated top rail galvanized 36 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 4 of 10 . 7 . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 20265396 SEKTION $38.00 1 $38.00 base 60 � ••• •i ••• ••Cablp6t ••• . .Irilme• 40 ••• •i• i•• :,jwhitei• ••• 18x24x30 " 20 ••• EP6EeEj2;•:3joKiIZLT $118.00 1 $118.00 . •. door • 0 •• walnut•• effect light gray 18x30 " 50265682 MAXIMERA $41.00 1 $41.00 drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " _ 00280755 UTRUSTA $7.00 1 $7.00 fixture for « mounting drawer on door http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 5 of 10 . . ... . . . ... .. .. . . . .. .. . 8 . . ... . . . . ... 80265398 SEKTION $57.00 1 $57.00 base 60 .: .'.cabioe*t ... . . frAmE: V. 40 ... ... ...white.. 36x24x30 " 200*0 B0*K 00 118.00 2 '. WQZ6Q9Q ; I�Q I-N $ $236.00 o •• • wvawut•• effect light gray 18x30 " 80265534 UTRUSTA $20.00 1 $20.00 shelf white 36x24 " 60204645 UTRUSTA $6.00 2 $12.00 PAM hinge 1250 9 ` 90265388 SEKTION $44.00 1 $44.00 01 base 60 t cabinet frame 40 white 24x24x30 " 20 70266911 BROKHULT $144.00 1 $144.00 door 0 walnut effect light gray 24x30 " 00265533 UTRUSTA $15.00 1 $15.00 shelf white 24x24 " 60204645 UTRUSTA $6.00 1 $6.00 yp hinge 1250 http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 6 of 10 . . ... . . . ... .. .. . . . .. .. . 10 . . ... . . . . ... 90265388 SEKTION $44.00 1 $44.00 01 base 60 ..�. .. .•. .'Cabin ... . .frame.. V. 40 �.� .i. i.. %,white% •.* 24x24x30 " 20 • 7�5�9t1;•�f�QKHgLT $144.00 1 $144.00 • • • • • •• dwr • o _ •• �Inraktat•• effect light gray 24x30 " 00265533 UTRUSTA $15.00 1 $15.00 mshelf white 24x24 " 60204645 UTRUSTA $6.00 1 $6.00 hinge 125 ° 11 90265388 SEKTION $44.00 1 $44.00 TJ base 60 cabinet frame 40 white Lj 24x24x30 " 20 70266911 BROKHULT $144.00 1 $144.00 door o walnut effect light gray 24x30 " 00265533 UTRUSTA $15.00 1 $15.00 shelf white 24x24 " 60204645 UTRUSTA $6.00 1 $6.00 pre hinge 125 ° http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 7 of 10 . OV .. . . ... .. .. . . .. .. . 12 . . ... . . . . ... 90265388 SEKTION $44.00 1 $44.00 base cabialt *frSmEC .. . ... ... ...white:. 24x24x30 " 80 .. • • • •. ••• .. •� (NZOZl;6; ;BQrOLNNEN $99.00 1 $99.00 • ° • single-bolvl 40 .• • • •• • *inset sk* stainless steel 20 22x21 5/8 " 0 90056021 ATLANT $6.99 1 $6.99 waste �J strainer 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 70266911 BROKHULT $144.00 1 $144.00 door walnut effect light gray 24x30 " 60204645 UTRUSTA $6.00 1 $6.00 hinge 125 ° 00284579 SEKTION $6.00 1 $6.00 reinforced ventilated top rail galvanized 24 " 13 10222538 LUFTIG $399.00 1 $399.00 exhaust hood Stainless steel http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 8 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . SUSPENSION RAILS • • ••• • ••• ••• •j50261.n7 �•,SEKT.IPN••• $12.00 2 $24.00 Suspepsicr. • rail • . ... ... ... ... galvanized. 84 " .. . . • •• •••. .. •• . . . . . LEGS AND TOE KICKS • • • ••. •. .• .. . . . . . . . . ... ... 00298411 SEKTION $15.00 3 $45.00 assembly kit for kitchen island 00298406 SEKTION $14.99 6 $89.94 support bracket for kitchen island 15 3/4 " 40287590 FORBATTRA $19.00 9 $171.00 A� plinth off-white 87x4 1/2 " 10265518 SEKTION leg $6.00 6 $36.00 4 1/2 " COVER PANELS & FILLER PIECES 80266411 FORBATTRA $38.00 1 $38.00 cover panel off-white 25x30 " KNOBS, HANDLES &DOOR DAMPERS 60138759 LANSA $6.99 9 $62.91 handle stainless steel 9 5/8 " 40241823 UTRUSTA $6.00 5 $30.00 �,.._ door damper for hinge 110-1250 Important Included in the total price IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this Appliances $1,248.00 http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 9 of 10 . • ••• . . • ••• program are for products you purchase from IKEA, take homaawdessembge;otrsol :All requested delivery, assembly and installation services are charged sepaf:1tely;mCcrioCihtlu4ied is thf price. Total Price: Although we do try to ensure that the information in this progfiam it cbtlbct, Oe'8poldgife br any $5,512.8 2 product alterations that may occur. In compliance with California Title 20 regulations, lighting prices and features may vary in the state of California. See IKEA store for details. All Prices are valid until July 31, 2016 ••• •i ••• • • .i ••• • • • • • • • • •• • • • • • • • • 00 •• • • • •• ••• •• • ••• • • • • •• • 11 •• • • • • • ••• •• http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 10 of 10 COMPAC " " " ' " " ' MIAMtB�AdFI f'1.13�41� LISA: • • . • • Custorr 'ID:1;Mton • • • • ••• THE SURFACES COMPANY Order No • • •• • • • • •• • 00 Dale: : UX tD •a Our Reference 516210077 011G7016:0 10006400'•• ••• • •• • • • •• ••• •• • ••• • • • • •• • . • a a a •. • page.: 1 /1 Code Description LengJWidJThicka• a l0nit aSLaAlf/W Price Total in. in. in. 1 3020417 Al -ANTICO RIVER POLISHED 120x55x1 1/4" 2 91.660 SQF $350.00/Sq Ft $700.00 Delivery time Net Weight Gross Weight Total SOF Origin Delivery By IN STOCK AT THE MOMENT 1432 LB 1453 LB 91.660 Spain Truck Total Amount Terms of payment TAXES 49.00 $749.00 C.Check Cash in advance FCA MIAMI Delivery Address Vendor Our Bank GD ART CONSTRUCTION 1007 6770 INDIAN CREEK DR 4 D 33141 MIAMI BEACH FOR QUALITY PURPOSES,COMPAC REQUIRES TO ALL OUR CUSTOMERS,SAVE THE We do not accept claims;on fabricated slabs or Installed tiles LOT NUMBERS OR BATCHES OF MATERIAL PURCHASED. THIS INFORMATION IS Special orders are not retumable MANDATORY FOR CLAIMS, REQUISITIONS OF CONSECUTIVE LOTS ON A SPECIFIC Past due amounts are subject to 1.5%interest per month.Should account go to collections or ORDER ALREADY DELIVERED AND/OR RETURNS. require an attorney,debtor will become liable for all fees. You agree to pay a fee up to$30 if your check is returned unpaid. Sig_COMPACstone SIC].GD ART CONSTRUCTION COMPACstone USA, Inc 1777 NW 72 AVE. Unit#2, Miami, FL 33126 Tel:305.406.3600 Fax:305.436.3783 Tax ID#743063498 �. • • ••• • • • • ••• MIZ' INVOICE . . .. . . . . .. . LOS PICAPIEDRA MARBLE tt GR4NITq GRQ&•GORP.; ;•; THE BEST QUALITY FOR THE LOWEST PRICES • 000 ••• 000 ••• • Date: 1/15/2016 12344 SW 131ST AVE, MIAMI FL. 33186 •• • • • •• 000 •• we Do Three Types of Jobs Here... Phone (786)488-7949 Fax (786)430-0490 •• ;•; ; ; ; ; :• •. G4►4►1►, 17ASW ANp 4'11113AN" Lamgac@p,mail.com 0 0 0 •• 0 0 You May Choose Any Two! •. • • • . • •.• .. If It Is Good and Cheap Find us,you can post your con—rents::r F ct_res. It Will Not Be Fast. If it Is Good and Fast It Will Not Be Cheap. A M it Is Fast and Cheap ®^ p It.Wut Not Be Good.. i Y es•.�I TO:GD ART CONSTRUSCTION OBRA 9935 NE 3AV MIAMI SHORES SALESPERSON JOB PAYMENT TERMS DUE DATE QTY DESCRIPTION UNIT PRICE LINE TOTAL 1 KITCHEN COUNTER TOP FABRICATION AND INSATALLATION $2,185.00 NOTE: Since marble and granite are products of nature;color,shading veining vary from one stone to another and from area to another within each stone.Los Pieapiedra Marble 8 Granite Group Corp.will not be responsible for and will not be liable for any claim based on variation of those characteristics.All deposits placed for custom/spectal orders are non-refundable and must be paid in full.Los Picapiedra Marble&Granite Group Corp.will not be responsible for any scratching or defects discovered after the completion inspection and final payment.Los Picapledras Marble&Granite Group Corp,will not be responsible for any damage to cabinets due to weight of counter material.Los Pldapledre Marble 8 Granite Group Corp. Will not be responsible for sink size that exceeds the available space on the counter top to fit faucets.An additional charge of$100.00 will apply for each visit not canceled whit adequate notice or if work cannot be SUBTOTAL performed due to appliances/cabinets or materials not at jobsite of installation. Estimate Fabrication, delivery and installation 10 days $2,185.00 (excluding SAT/SUM.from the date received the deposit of 50%.Also make notice of leftovers of material we are no responsible,if customer bought it.Storage will be charge or delivery charge may apply.In case we give estimate whit material we charge only for the sqft is in total of project,left over in this case will be property of LOS PICAPIEDRA MARBLE AND GRANITE GROUP CORP.And no charge will appy BUYER AGREE TO PAY FOR THE ABOVE PURCHASE IN ACCORDANCE WITH PAYMENTS TERMS SPECIFIED ABOVE. x x GUSTAVO H. BELL SALES TAX 0 TOTAL $2185.00 THANK YOU FOR YOUR BUSINESSI MOEN Banbury 3-Piece Bath Accessory Kit in Brushed Nickel-Y26338N-The Home Depot 1/18/16 6:06 PM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• More sav:.-M. Your Store:Dade County#277 More doing: Use Current Location or fwd gore •• • • • • •• • •• • • • • •• • MOEN ' Model#Y2633BN Internet#204959525: hors SKU#idoopbg1 6 Banbury 3-Piece Bath Accessory Keit irr$rirshed'I41+ckel (8) Write a Review Questions&Answers(6) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Was $59-98 $54.98 /each Save$5.00(8%) • SpotResist finish resists fingerprints and water spots • Easy installation with included template wS, • Matches perfectly with MOEN Banbury faucets and accessories IN STOCK AT YOUR SELECTED STORE Dade County#277 5 In Stock Miami, FL 33135 Aisle 23,Bay 007 Text Product Location Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#Y2633BN Internet#204959525 Store SKU#1000039936 The MOEN Banbury 3-piece kit including a 24 in.towel bar,towel ring,and pivoting paper holder features a Spot Resist Brushed Nickel finish that is resistant to fingerprints and water spots for easy cleaning and long-lasting enjoyment.This Banbury shelf has classic design features to help accent your traditional bath decor. It has an appealing, lightly brushed metallic finish. • Spot resist brushed nickel finish resists fingerprints and water spots for each maintenance • Includes 24 in.towel bar,towel ring and pivoting paper holder • Template included for convenience when installing • Perfectly matched to MOEN Banbury faucets and accessories(sold separately) • Timeless styling for traditional bath decors SPECIFICATIONS DIMENSIONS Product Depth(in.) 3.11 Product Width(in.) 26.02 Product Height(in.) 6.8 http://www.homedepot.com/p/MOEN-Banbury-3-Piece-Bath-Accessory-Kit-in-Brushed-Nickel-Y2633BN/204959525 Page 1 of 2 . . ... . . ... •• .. % .. . . . . . . . . . . F.P. G. WHOLES'A'LE, INC. 799 Corel 41y« Iiarmt FIS�3155 Piope: }05-26¢9229.•• Fax:*.305;211-6540 fLf1Q • ••• ••• ••• ••• • SOLD TO SHIP TO •• • • • •• ••• •• GD ART CONSTRUCTION INC. '. ;.GD-ZRT CONSTRUCTION INC. **CASH SALES** ; ; ; ; ; ;'. ; **CASH SALES** 6770 INDIAN CREEK DR APT 4D " ' • • ' ' "�716 INDIAN CREEK DR APT 4D MIAMI BEACH, FL 33141 MIAMI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment #: 1 algal" =MW 16475 CASH SALE 1457093 01/12/16 12 DESCRIPTION 5 EA TYLO PASSAGE US26D 9.500 47.50* 200TUS26D Locations: 03-07 7 EA TYLO PRIVACY US26D 11. 150 78.05* 300TUS26D Locations: 03-07 PCK'D NNVD H D GY January 14, 2016 09:29:51 OT:ALI 0 / 0 MERCHANDISE 2365.60 **************** SHIP VIA pickup Now OTHER 0.00 * CONFIRMATION **************** TAX7 000% 165.59 PAGE 2 OF 2 FREIGHT 0.00 • 970. F.P. G. *WffOLESALE, INC. lllu • � �r �%90;Coral4py»fdipn1i, F4)3155 ' 'v" �P�� Flic4 e:r05-26kX229,&• Fax::305.241-6540 SOLD TO SHIP TO •• • • • •• ••• •• GD ART CONSTRUCTION INC. '0 ;•; ; ; ; ; ;.GD'4RT CONSTRUCTION INC. **CASH SALES** ; ; : : : V. : **CA:H SALES** 6770 INDIAN CREEK DR APT 4D •• • • • 'Y716 INDIAN CREEK DR APT 4D MIAMI BEACH, FL 33141 MIAMI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment #: 1 ;6=475 CASH SALE 1457093 01/12/16 12 DESCRIPTION 12 EA PH COLONIST 36"x80"x1-3/8 HC 62.350 748.20* F-J. 4-9/16" FRAME ****WITHOUT**** CASING FJ #916 1-5/8" DOOR STOP IMP 3.5" ST US4 5/8 HINGES R/H ** Size(s) shown represent the measurement of the slab(s) only, must allow for frame thickness. 1 EA PH DB MA 6P 35-13/16x78-15/16 359.000 359.00* W/E PDT6360LP OUT/LH PRODUCT CONTROL 1 UNT PH LOUVER SC 1-3/8" INT SINGLE 151.400 151.40* CLEAR PINE 32"x80"x1-3/8" DOOR INT FJ 4-9/16" FRAME F.J. #916 1-5/8 DOOR STOP *** WITHOUT *** CASING IMP 3.5" ST US4 5/8R REG HINGES) ** ONE BORE ** IN-SWING R.H. 1 SET POCKET FRAME FJ 4-5/8 36"x80" 70.550 70.55* 1 EA FPFJ4366 1 EA COLONIST HB 36"x80"xl-3/8" HC 49.100 49.10* DHC03663 1 EA BIFOLD PRIMED 32"x80" F.LVR 2P 84 .800 84 .80* BWLV326PR2 5 EA BIFOLD COLONIST 48"x80" 4P 80.600 403.00* BWC04864 4 EA BIFOLD COLONIST 72"x80" 4P 93.500 374 .00* BWC07264 PCK'D/INVD CHK'DBY January 14, 2016 09:29:51 OT:ALI 0 / 0 MERCHANDISE **************** SHIP VIA Pickup Now OTHER * CONFIRMATION **************** TAX PAGE 1 OF 2 FREIGHT mnmrr l 5iji Jc 7' WO //,P-� / # Work Item Provider Developer SUBCONTRACT/ OWNER 1 Permit Processing Rami Developent CDG/GDART/owner 2500 L 2 Permit fees OWNER Subtotal 2500 3 Demolition CDG/GDArt $ 2,500.00 2500 4 Septic tank Mr. C Septic 11400 �J 5 Retaining wall materials CDG/GDArt X800� 6 1 Retaining wall labor CDG/GDArt 0800 7 Foundation materials rebars#2 ,#3, #4, #5, #6. ✓ Nachon Enterp. $ x6;870.001 p) 8 Foundation concrete 77 yds aprox. $95 each r ISS CDG/GDArt $ 67;315.00 �d�S 0000 9 Foundation pump (2, $240 each) CDG/GDArt $ 6480.00-3 0000.. �--. L,70 • • 10 Concrete blocks 2400 units ($0.90/each) SFCB CONCRETE $ K'2;160,00' �•••�• �•���� 11 Masonry and cement Nachon Enterp. $ C_5;;550.0 12 Demo.Concrete and steam wall partial CDG/GDArt $ 1,200.00 •••• •• ••••• 13 Steam wall repairs and built CDG/GDArt $ c1;300:00: 0000.. 0000.. .' 14 Demolition floor beams CDG/GDArt $ X17,200.00 ��••;• 15 Floor framing (beams) 2x12x16 (120unit) ($28.9), 120 units Nachon Enterp. $ C3,468:00_ : :0096: 16 Floor framing (beams), 2x12x18 ($33.9) 50 units _ Nachon Enterp. $ r1;69500t •• • 17 Installation Materials (straps, nails) Nachon Enterp. $ 560.00 18 Floor framing materials others (boot, nutsetter, etc) CDG/GDArt $ 700.00 19 Labor trusses installation 7 CDG/GDArt $ rr3;950.00 ► 20 Plywood (floors 100% house) 144 units $18.9/each Nachon Enterp. $ C2-721.60-- 21 2;7.21.60-21 1 Demolition general change order CDG/GDArt $ 1,200.00 22 1 Labor plywood and durock installation CDG/GDArt $ 1,300.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 23 Roof framing materials - Fort Dallas Truss $ (11,895:00 24 Roof plywood cost Nachon Enterp. $ (`47,800.00 25 Roof framing labor — CDG/GDArt $ (7;000.00 26 Durock CDG/GDArt $ 4,450.00 27 Insulation CDG/GDArt $ 1,500.00_ 'qo Subtotal $ 75,814.60 $ 15,500.00 28 Windows CGI WINDOWS $ 27,613.54 29 Windows installation CDG/GDArt $ 2,409.00 30 Roof tiling R & R $ 22,500.00 ' 31 Plumbing Materials DEL RIO & SON $ 7,104.60 •••• • 32 Plumbing Labor DEL RIO & SON $ 8,895.40 33 Plumbing miscelaneus DEL RIO & SON $ 1,000.00 •••• ••••• 34 Electrical Materials provided by Kingwire KINGWIRE $ 4,164.74 , ..'..' ...... 35 Electrical Labor KINGWIRE $ 18,335.26 • 36 Recessed lighting fixtures Home Depot $ 1,602.59 :....: 37 HVAC (Equipments) GD Rheem $ 14,113.80 •• • 38 AC Ducts and Installation MACS CORP $ x,350.00 39 AC Linear difuser grills 47 units MACS CORP $ ,. 940.00 r r 40 AC New line refrigeration line set(2 units)) MACS CORP $ 900:00 Subtotal �'---"`r $ 106,928.93 $ - 41 Framing labor CDG/GDArt $ 3,000.00 42 Framing materials JAC1 $ 878.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 43 Drywall/durock screws ACI $ 2,318.32 44 r Plaster'finish,-stucco-materials. ACI $ =.IT h_ 45 Plaster finish, labor, ACI $ 5;500.00 46 Stucco labor GDC/GDArt $ 2,500:00' 47 Interior trim GDC/GDArt $ 1,000.00 48 Painting GDC/GDArt $ 4,000.00 2 Subtotal $ 20,940.82 $ - 49 Front concrete pathway CDG/GDART/owner 1100 0000 50 Concrete driveway CDG/GDART/owner a 1SSAQ.'��* o* :* 51 Garage door installation CDG/GDART $ 500.00 so •••••• •„• 52 Garage door Home Depot/owner $ 1,021.00 0000.. Subtotal $ 1,521.00 $•••••1,600:06o ••;••• 00000: 0e 00000 .. 53 Floor tiles common areas 2586 sqft Intermarble/owner $ 4,111.77 ' ' .. . . 0000.0 0000.. 54 1 Floor tiles bedrooms and showers 1084 sqft Intermarble/owner $ 2,276.40 • ..sees 0000 . 55 Floor installation Aprox 3600 sqft CDG/GDArt $ 5,400.00 :Gees: 56 Floor installation material cost 3600 sqft CDG/GDArt $ 1,080.00 •• • 57 Garage floor paint (5 gal) aprox 350 sqft Home Depot $ 127.00 / 58 lGarage floor painting labor CDG/GDArt $ 200.00 59 Bathroom shower wall tiles Intermarble/owner $ 800.00 60 Bathroom tiles installation CDG/GDArt $ 1,600.00 61 Baseboard material a (boards) CDG/GDArt $ 200.00 ? 62 1 Baseboard materials (nails caulking) CDG/GDArt $ 100.00 11 # Work Item Provider Developer SUBCONTRACT/ OWNER 63 Baseboards installation CDG/GDArt $ 500.00 Subtotal $ 16,395.17 $ - 64 lAppliances OWNER 7000 65 Kitchen Cabinets, built in appliances IKEA/owner $ 5,512.82 ✓ 66 Cabinet installation CDG/GDArt $ 900.00 .� 6P - ,Countertop.sI5I5-0 COMPAC/owner $ 749:00; 68 Kitchen Countertop manufacturing Picapiedras Inc. $ ' 2,185.00: Subtotal $ 9,346.82 $ 7,000.00 69 Lighiting or electric fixtures Home Depot/owner $ 1,602.59 '... ' ...... 70 Bathroom wall fixtures Home Depot $ 294.14 •••• • ...... 71 Finishing dock repairs CDG/GDART/owner """ 3500 ^'Pn:....: Interior doors (12) and Front door FPG DOORS/owner $ 2,365.60 •••• ••;•• ...... .. ..... M7476 Interior doors installation CDG/GDArt/owner $ 800.00 Front door installation CDG/GDArt $ 200.00Various carpentry finishings and installation CDG/GDArt $ 600.00` ....Subtotal $ 5,862.33 $ 3,500.99* •Landscaping OWNER 7500 77 Trellis wood structure CDG/GDART/owner 6000 A-�-'C 78 Pavers exterior CDG/GDART/owner 2850 79 Railings CDG/GDART/owner 800 80 Extras and exterior cleanup CDG/GDART/owner 3500 Subtotal $ 17,150.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 81 Trash containers CDG/GDArt $ 3,000.00 d� 82 Clean up interior CDG/GDArt $ 1,500.00 83 Portable toilets CDG/GDArt 700 Subtotal $ 4,500.00 $ 700.00 TOTAL COSTS $ 241,309.67 $ 48,950.00 84 OVERHEAD $ 20,000.00 ✓ 85 PROFIT $ 48,000.00 �✓ TOTAL VALUE $ 309,309.67 $ 48,950.00 9999 . . 6000 9660.0 .. 9 . . 0 .9966. 0 999900 . 9999.. 990009 0 .99966 9999 .. 9 0 . 6 0 9696 9 99 00096 699696 90 . 9666. .. .. . . 9999.. 9999.. . 00 6 . 0 . . . 9999.. .6969. 0 . .. 9999 969909 0.006 'm act Resistant Miami, NL 33172 25th Street p .FDETAILED CUSTOMER PROPOSAL Windows&Doors wwww.w.cgiwindows.com D. WE'RE STRONGER" ate Number. 244215 •• •• ate Name: Gere2 Silveira house ARIALE , ect Name: GD Art Silveira house 13210 SW 132 AVE ed Date: 1/12/2016 6:12:52 PM Miami,FL 33177 :s Person: Fabian Cordova P-305-233-5277 P. 305-517-3963 P: F: Py � • Design 3 Series 120 2 Panel Horizontal Roller 74"X 50.625" bedrooms +80/-90 $541.13 $1,623.39 74"x 50.625" Glass Make-Up=5/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Sweep Locks?=No U-Factor= 1.06,SHGC=0.24,VT=0.3,CR= 14,CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX,Heavy Duty Lock Rail=Yes • • • • • • • . • 4 Series 120 2 Panel Horizontal Roller 37"X 38.375" bathrooms +80/-90 • x36.97• . •$947. 37"x 3 . Glass Make-Up= 5/16"Lami(HS/HS) •• 00:00 0 i Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None '00 Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Sweep Locks?=No U-Factor= 1.06, SHGC=0.24,VT=0.3, CR= 14, CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX, Heavy Duty Lock Rail=Yes ed by: Fabian Cordova Pages: 1 of 8 Date: 1/12/2016 6:13:03 PM j'ffQty7i-`j_I' Product Size Room Location �'Design Pressure Unit Price Total Price 1 1 Series 120 2 Panel Horizontal Roller 53.125"X 50.625" garage +80/-90 $409.11 $409.11 53.125"x 50.625" Glass Make-Up=5/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze, Sweep Locks?=No U-Factor= 1.06, SHGC=0.24,VT=0.3, CR= 14, CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX, Heavy Duty Lock Rail=Yes I • 'Design 1 4 Series 130 Fixed Window 32"X 108" front side door +80/-80 $579.22 $2,316.88 32"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead ••• Glass Make-Up=7/16"Lami(HS/HS) • • •so**• •••••• Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None ' ' ; • �' U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 .• •• :''''' •••• • •• •• • • • • • •• • • • • . • • • • e •• • • •• •••••• • •• •• • • • • • • so ed by: Fabian Cordova Pages: 2 of 8 Date: 1/12/2016 6:13:03 PM cod size I Room Location7l 7N Design 1 2 Series 130 Fixed Window 36"X 96" front bedroom +80/-80 $579.22 $1,158.44 36"x 96" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 IQty -j ProductDesign Pressure UnitPrice Total Pricesize Rooralocation' 1 3 Series 130 Fixed Window 66"X 32" front entrance above80/-80 $353.66 $1,060.98 66"x 32" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead= Square Bead •••• Glass Make-Up=7/16"Lami(HS/HS) �s� •0 0a0 • •••••• Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None •''�;�";' . . .• U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 ••••• ;••••• •• • • • 0066•• • • • 6666•• 0606 • •• 6666• • • 0066• • 0 • • • •• •• • •• 6666••9 6666•• • • • • • 0699•0 660••0 • • • 0 • s w •6996• •• • 0900 • • ed by: Fabian Cordova Pages: 3 of 8 Date: 1/12/2016 6:13:03 PM Unit Price I MQty I Product 7,17," Size Room Location"I';<'Design Pressure Total Price 1 5 Series 130 Fixed Window 72"X 32" front and rear abov&8O/-80 $384.29 $1,921.45 72"x 32" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up= 7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 • •� 1 4 Series 130 Fixed Window 36"X 108" living room +80/-80 $652.34 $2,609.36 36"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead 00000 Glass Make-Up=7/16"Lami(HS/HS) • • 0000 •••••• Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None '• ' ; • •• U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 ••i ••• ••''• •.•• . • 9099•• • •• •• •9099 •• ••• • • 9999• ••I •• •• 9999•• • • 0.0••0 9999•• • • • •0900• ed by: Fabian Cordova Pages: 4 of 8 Date: 1/12/2016 6:13:03 PM a Size Room Location' ��sign Pressure Unit Price 1 3 Series 130 Fixed Window 28"X 108" living room +80/-80 $506.12 $1,518.36 28"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 Size Room Location IDesign Pressure,: I Unit Price I Total Price I "'.Qty I Product -1 4 Series 130 Fixed Window 48"X 96" master +76.7/-76.7 $774.17 $3,096.68 48"x 96" Aluminum Finish=Bronze ESP • •• Frame Type=Flange Frame,Glazing Bead=Square Bead . '• .•' ...... Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None •• ••• • U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 �: • • • •• • ed by: Fabian Cordova Pages: 5 of 8 Date: 1/12/2016 6:13:03 PM • •a J -1 4 Series 130 Fixed Window 36"X 18" kitchen +80/-80 $135.04 $540.16 36"x 18" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) W---- Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 41�];y"�-Qty� ' I Product size RoomLocation I'-Design Pressure UnitPrice Total Price -1 1 Series 130 Fixed Window 84"X 32" living room above +80/-80 $451.13 $451.13 84"x 32" Aluminum Finish=Bronze ESP 000* Frame Type=Flange Frame,Glazing Bead=Square Bead • • '•••• ••••.. Glass Make-Up=7/16"Lami(HS/HS) '00' ' 0 0 ' Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None • U-Factor= 1, SHGC=0.26,VT=0.3,CR= 15,CPD=CDR-K-14-00002-00002 • 0-00 .000 •••••• • • • • • •••• • •• ••••• • • • • • •• •• • •• •••••• • •••••• • • • • • • 0000••••• • • • • 00 0 ed by: Fabian Cordova Pages: 6 of 8 Date: 1/12/2016 6:13:03 PM )-1 1 Series 150 4-Track Sliding Glass Door-4 Panels 140.0625"X 108" living room +60/-60 $3,488.56 $3,488.56 140.0625"x 108" Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No,Roller Type=Stainless Steel Tandem Glazing Bead=Square Bead, Handing=XXXX, Concealed Aluminum Reinforcing=Yes,Sill Riser=Yes, Sill A A C Type= Sill Adapter U-Factor= 1.02, SHGC=0.23,VT=0.26, CR= 15, CPD=CDR-K-016-00003-00010 • Size Roorn Location I".-Design Pressure�, Unit Price Total PriceProduct -1 2 Series 150 3-Track SGD-3 Panels 106.0625"X 96" master bedroom +80/-80 $1,950.35 $3,900.70 106.0625"x 96" Glass Make-Up=7/16"Lami(HS/HS) ••., Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None • •• •• •• •• Aluminum Finish=Bronze ESP • • • • Screen Option=No Screen • ••.:. '• Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No,Roller Type= Stainless Steel Tandem ' "' •••••• • Glazing Bead=Square Bead,Handing=XXX, Concealed Aluminum Reinforcing=Yes,Sill Riser=Yes, Sill Type • ••• • • • =Sill Adapter • •• • • • • U-Factor= 1.02, SHGC=0.23,VT=0.26, CR= 15, CPD=CDR-K-016-00003-00010 • •.• ••.• .•••• • ed by: Fabian Cordova Pages: 7 of 8 Date: 1/12/2016 6:13:03 PM M 1 Series 160 Single Door 31.25"X 96" cabana +80/-80 $763.97 $763.97 31.25"x 96" Interlayer Type=PVB,Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP 1` Hardware Type=Residential,3pt Lock?=Yes,Prep for Levers=Yes,Include Levers?(Shipped Loose)=Yes, Hardware Finish=Brushed Satin,Hinge Finish=Bronze U-Factor= 1.03, SHGC=0.2,VT=0.19, CR= 16, CPD=CDR-K-22-00013-00003 Door Swing= Outswing, Glazing Bead=Square Bead,Handing=Right Hand, Sill Type=Square Sill Cover isckt&wr. CUSTOMER PRI E cbmded: $25,807.05 Labor: $2,490.00 TdA!;•• •1,806.49 ••••�• 0000.. TPTM; o;�oa.s4 • 000 0000.. .. . 0909. 0000.. . . . . . . 000000 0000.. . . :00*0: .. 0000 ed by: Fabian Cordova Pages: 8 of 8 Date: 1/12/2016 6:13:03 PM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . .. .. R & R Handyman & Construction Corp . 3015 NW 57 STREET Miami FL 33142 786-523-2681 305-965-8416 Rene Godoy STATE LICENSED CONTRACTOR RESIDENTIAL & COMMERCIAL PROPOSAL Date Prepared: November 11, 2015 Address : 9935 NE 13 avenue Miami Shores Proposal Submitted GD Art Construction to: Submitted by: Rene Godoy Proposal for: New Roof We Hereby Propose The Following: • 4,465 sq. ft. • Secure necessary permits • Install paper #30 • Install paper polystick #90 • Install metals 3' x 3' • Install plain tiles (monier) • 10 year warrantee We propose to furnish material and labor in accordance with the above specifications for the sum of: Total Cost: $22,500 At acceptance: $5,000 At permit acceptance: $10,000 At first inspection: $5,000 Final: $2,500 T • • ••• • • • ••• Estimate /9140$ Cosi . . . . . . . . . . . . . . . . . . 0echanlcal a Air C�-:xaning ScrVsnos 137 V nM St Hialeah,ft 33010 Date Estimate# C--'._ 11C CI:01250511 • • • • • •• tJ<1 TEL f3051726-67115/(305)219-1929 • ' ' • i i• 9/8/2015 11 fax 17861713-2018/13 05)263-0928 i i • • i ImrJl rmechai9ca1ecsCgma0.ccm • ••• ••• ••• ••• • •• • • • •. ••• •• • ••• • . • • % • Name/Address ' • ' •• • • • • • • • • ••• •• Edmundo Gerez GD Art Construction Inc. 6770 Indian Creek Dr#4 D Miami Beach,FL 33141 Project 9879 NE 13 Ave Mia.. Description Qty Rate Total -Furnish and Install supply,return and ventilation duct work as per 1 7,350.00 7,350.00 plan -Furnish and Install linear diffuser grills as per plan(linear feet) - 1 year warranty on parts and labor 0.00 0.00 -ITEMS NOT INCLUDED IN THIS ESTIMATE:PERMIT COST, ROOFING,CUTTING,PATCHING,FIRE CAULKING, CAULKING, MASONRY,ALARM SYSTEM,MAIN CONDENSING DRAIN, KITCHEN HOOD,KITCHEN HOOD FAN,STEEL OR STAINLESS STEEL KITCHEN DUCTWORK,ELECTRIC WIRES,HIGH AND LOW VOLTAGE,TEST AND BALANCE, AND SMOKE TEST. Total $7,350.00 Signature . . ... . . . ... Customer Number: •• •• •• •• . . ... . . . . ... 2031 NW 79th Avenue . . .. . . . . .. . Contact Person: Doral, FL 33122 • 9:0 ••• :00 ••• 305-592-2915 Bid Number: 5115059 Please call:305-592-2915 Bid Description: MECH.A/C-ALMEIDA Fax:305-477-2386 BARRANTES • •• E-mail: Bid Date: 11/27/2015 •• •• •• •• Bid Prepared By: Bid Expiration: 02/27/2016 BID PROPOSAL QTY MODEL NO. DESCRIPTION NET EXTENSION 2 RA1648AJ1 NA RHEEM 4.OTN 16 SC 410 SS $1,221.00 $2,442.00 2 RH1T4821STANJA RHEEM ALUM A/H 3.5-4T R410 $681.00 $1,362.00 2 RXBH-1724C10J PRO 10KW HEATR KIT W/PULL/O $59.55 $119.10 2 FFR21 MTI FILTER RACK 21" $21.00 $42.00 2 TP-P-705 VIVE PROGRAM 5-1-1 1 H/1 C $26.85 $53.70 1 QTRN050F NUTONE TRIM KIT $55.75 $55.75 1 QTXRNOOOHF NUTONE HOUSING $39.25 $39.25 Subtotal: $4,113.80 Tax: $0.00 Other: $0.00 TOTAL: $4,113.80 Special Instructions Acceptance of Proposal The above prices and conditions are satisfactory and are hereby accepted. Authorized Signature: Date of Acceptance: Conditions:will supply the products shown at the price and quantities shown for the above stated job only.does not guarantee quantities or descriptions to agree with plans and specifications.Exact specifications should be verified with manufacturers specification sheet prior to purchase.All ratings are nominal. This quote is subject to availability and credit approval.Contact your Sales Representative for availability.Neither taxes nor delivery charges,if applicable,are included in this quotation.Quotation is good up to expiration date specified, unless otherwise authorized in writing by a Representative.Purchase order required to confirm order. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . .. .0. .. 000 see .. . • . . . • . ... ... ... ... . Proposal No.102116/01 REV.2 KINGWIRE ELECTRIC INC. 1609 BARCELONA WAY,WESTON,FL 33327 TEL:766-291-7865 qtionelson®gmailcom •• • • • •• :0* •• • ••• • • • • as • • • •• • QUOTE •• • • • • • ••• •• Customer Mlso Name FELIPE LARAI GDART CONSTRUCTION Date OCT21I2015 Address 9935 NE 13 rd AVE Order No. PER. City MIAMI SHORES State FI. ZIP 33138 Rep Phone FOB Description Unit Price TOTAL JOB SITE:9935 NE 13rd AVE MIAMI SHORES FL 33138 75 PROVIDE AND INSTALL WIRING TO FIXTURE LIGHTS CEILLING AND WALLS AS PER PLANS. 40 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL 40 SWITCHES AS PER PLANS. 39 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL RECEPTACLES 15 A 120 V.AS PER PLANS. 22 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL GFI RECEPTACLES AS PER PLANS 6 PROVIDE AND INSTALL SMOKE DETECTORS 120 V.BATTERY BACKUP INTERCONECTED AS PER PLANS. 1 INSTALL WIRING AND ACCESSORIES FOR AH1 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR AH2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR CUl AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR CU2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR W/H AS PER PLANS 1 DEDICATED CIRCUIT FOR OVEN 1 DEDICATED CIRCUIT FOR COOKTOP 1 DEDICATED CIRCUIT FOR DP 1 DEDICATED CIRCUIT FOR DW 1 DEDICATED CIRCUIT FOR REFRIG. I DEDICATED CIRCUIT FOR DRYER 1 DEDICATED CIRCUIT FOR WASHER 7 ACFI CIRCUIT BREAKERS I INSTALL NEW ELECTRICAL PANEL,ELECTRICAL METER AND FEEDER FROM METERT CAN TO PANEL BREAKER. (NOT INCLUDE FPL UNDERGROUNG SERVICE WILL BE QUOTED ONCE KNOWN FPL SERVICE POINT) SUBTOTAL(THIS PRICE NOT INCLUDE SUPPLY OF FIXTURE LIGHTS,NO FANS,NO SPECIAL DIMMERS,NOT INCLUDE LED BULBS 25,500.00 NOTE: ALL DEVICES PROPOSED WILL BE DECORA TYPE,TAMPER RESISTANT,WHITE OR IVORY,NOT SPECIAL COLORS,NOT DIMERS INCLUDED ALL THE WIRING WILL BE ROMEX TYPE i ELECTRICAL METAL BOX TYPE GANG BOX,WELDED,METALIC. ALL MATERILA TYPE UL LISTED. NOTE: NOT INCLUDE PERMMITTING.NOT ENGINEERING PLANS NOT INCLUDE CITY FEES. NOT INCLUDE GC WORK AS PAINTING,PATCHING,WALL OR CEILLING REPAIRINGS ETC...... NOT INCLUDE ANY OTHER UPGRADE. NOT INCLUDE SUPPLY OF FIXTURE LIGHTS. NOT DIMMER SWITCHES OR SPECIAL DEVICES.INCLUDE SWITCHES AND RECEPTACLES TYPE WHITE NOT INCLUDE REPLACEMENT OF PANEL BREAKER.NOT ANY UPGRADE OF SERVICE. SUMMARY OF LABOR AND MATERIAL SubTotal Shipping Payn-d Other UPON SUBMITAL Tax Rate(s) DOWN P.50%.BALANCE UPON Comments ADVANCE. TOTAL USD $ 22,5W.00 Name CC# Expires 15 DAYS VALID. Insert Farewell Statement Here . . ... . . . ... .. .. . . . .. .. . ice; .!.'-..r�:+�+,�,rs ,4;.!�••„l�,•�,�,V." •� .w •.u�s�ca. . ' - --Fs • • •• • • • • •• • • • • • • • • • •• A.S.P. ALARM ANI?9L 9CTWC;*UPPL119 7535 WEST 20 AVE. HIALEAH,FL 33014 TEL(305)556-9047<AX,,Q?5e56-?6S0 • • • • • 90* • 0 9 .. . . . . . ... .. QUOTE LUCIANO GEREZ No. : 065420 GD ART CONSTRUCTION Customer No. : 660 6770 INDIAN CREEK 4D Salesperson: PICHON MIAMI BEACH, FL 33141 Date: 14-Jan-16 305-439-8788 Time: 09:46 AM ALL RETURNS WITHIN 7 DAYS 25% RESTOCKING FEE NO RETURNS ON ANY SPECIAL ORDERS /NO RETURNS ON ANY WIRE . ------------------------------------------------------------------------------- Product Code Description Qty Unit Price Extended ------------------------------------------------------------------------------ R012/2 ROMEX 12/2 5500.00 0.25 1375.00 835243001145 4SBMKO 4 SQUARE BOX 11/2 190.00 0.85 161.50 DEEP 1/2-3/4 KO TM870W SWITCH DECORA WHITE 15A 40.00 2.05 82.00 SERE02ASTRW 15A 125V DUPLEX RECEPTICO 39.00 1.99 77.61 DECORA TAMPER WHITE 029054513014 9120B 6.00 13.95 83.70 SMOKE DETECTOR AC/DC GFI20TRWH GFI 20A 125V TR WHITE 22.00 14.50 319.00 783164652819 THQL1120AF2 7.00 39.99 279.93 20A SP 120V AFCI COMBO CB 6BLACKSTR WIRE 6 BLACK STR 500.00 0.35 175.00 10BLACKSTR WIRE 10 BLACK STR 500.00 0.16 80.00 EMT1 EMT1 PIPE 150.00 0.75 112.50 783164112429 TLM4222CCU 1.00 159.99 159.99 225A 42CKT 1PH INDOOR LC 1.00 51.95 51.95 UAT437XGF METER CAN 200A 1PH 1.00 168.95 168.95 783164277616 THQMV20ONRE 200A 1PH MB ENCLOUSER 20783164012860 THQL1120 15.00 4.25 63.75 20A 1POLE PLUG IN BRK 20783164012945 THQL2150 4.00 9.95 39.80 50A 2POLE PLUG IN BRK 835243000193 43050 75.00 0.69 51.75 1/2 CEILING RING 835243000049 41050 120.00 0.51 61.20 1/2 1 GANG RING 835243000124 42050 20.00 0.81 16.20 1/2 2GAN RING 1200 ROMEX CONN PVC 1/2 900.00 0.12 108.00 PVC11/2 PVC PIPE11/2 SHD40 50.00 0.53 26.50 784297130519 301 STAPLES FOR ROMEX 1.00 1.45 1.45 #14-#12-2 WNRED500 WIRE NUT RED 50OPCS 4.00 24.50 98.00 3/OSTR WIRE 3/0 STR 150.00 1.99 298.50 NOTE THIS PRICES INCLUDED -l013canned'by Cam§canner 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... A.S.P. ALARM AND jLQ6RjC- SI P-Plid. 7535 WEST'20 NVE•:.. :.. HIALEAH,FL 33014 TEL(305)556-9047 FAX(305)556-7650 .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. Page: 2 ------------------------------------------------------------------------------- SUBTOTAL 3892.28 SALES TAX 272.46 TOTAL 4164.74 Authorization Signature: X WE APPRECIATE YOUR BUSINESS HAVE A NICE DAY Scanned by CamScanner Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PM •• •• • • • •• •• • • • ••• • • • • ••• Moro��, Your Store:Dade County#277 �1', More doing: Use Current Location or find store • • •• • • • • •• • • • • • • • • •• Commercial Electric Model#HBR2000R/201WH i Internet#2;202• •5125 • • • • • • • • 4 in. White Non-IC Remodel Recessed 6jhT1hg Kit"' **7k*r (10) Write a Review Questions&Answers(2) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $19.97/each i � t PRODUCT NOT SOLD IN STORES t � r Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#HBR2000R/201WH Internet#202025125 The Commercial Electric 4 in. Recessed Lighting Kit includes one 4 in. Non-IC airtight housing and one 4 in.white baffle trim to minimize glare.This kit can be used with suspended ceilings and is compatible with a standard wall dimmer. • Designed for use in Non-IC remodel construction • For use with suspended ceilings • Includes one 4 in. Non-IC airtight housing and one 4 in.white baffle trim • Minimizes glare in general,accent and task lighting • Compatible with a standard wall dimmer • Thermally protected • LIL listed for damp locations • Includes installation instructions and a template • Compatible with Standard Wall Dimmer • For Suspended Ceilings • Easy installation instructions and template enclosed • Home Depot Protection Plan: http://www.homedepot.com/p/Commercial-Electric-4-in-White-Non-IC-Remodel-Recessed-Lighting-Kit-HBR2000R-201WH/202025125 Page 1 of 2 Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PM w • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • Protect your investment! • J i Add a Protection Plan to your purchase. Learn mart:> Yan • • • • •• • • •• • • • • •• • • • • • • • • • % • .•• ••• ••• ••. . SPECIFICATIONS • • • . ... . . . . .. . DIMENSIONS .. . . . . . ... .. Aperture width(in.) 3.531 Product Height(in.) 5.5 Housing depth(in.) 5.768 Product Width(in.) 4.875 Product Depth(in.) 11.75 Size 4 in. DETAILS Adjustable Lamp Head No Maximum Bulb Wattage 50.0 W Bulb Type Included Incandescent,No Bulbs Included New Construction or Remodel Remodel Collection Name N/A Number of Housings Included 1 Fixture Finish White Product Weight(lb.) 1.87 Ib Fixture finish family White Recommended bulb type PAR 20 Fixture\track material Steel,Cast Aluminum,Plastic Reflector finish family White Light Bulb Base Code Medium Returnable 90-Day Light Source Incandescent WARRANTY/CERTIFICATIONS Certifications and Listings 1-t1L Listed Manufacturer Warranty N/A ENERGY STAR Certified No MORE PRODUCTS WITH THESE FEATURES Size:4 in. Light Source: Incandescent Reflector finish family:White New Construction or Remodel: Remodel ' Brand:Commercial Electric Housing depth(in.):5-6 Price:$10-$20 SEARCH http://www.homedepot.com/p/Commercial-Electric-4-in-White-Non-IC-Remodel-Recessed-Lighting-Kit-HBR2000R-201WH/202025125 Page 2 of 2 . . ... . . ... .. .. . ... .. .. . . . . . . . . . . . . . ... . . . . ... Del Rio & Son Plumbing Corp. . . .. . . . . .. . . . . . . . . . % State Licensed P1urrrging-.*Qontjjjtgj. .: : 00 0 State Licensed Gas Contractor Phone: 786.295.0098 •• . . . V. ... .. . Fax: 786.362:§4,76 : : :.' V '. 8990 SW 24 StrMt 4213 ' ' ' ••• '• Miami, FL, 33165 PROPOSAL Job: 9395 NE 13 AVE MIAMI SHORES FL, 33138 To: GD ART Construction 6770 Indian Creek DR Suite 4D Miami Beach Date 01/05/2016 ATTN: Edmundo Work according plan (P-1) (P-2 ) INCLUDE: -Toilets Glacier Bay 5 X 110 $550.00 -Lavatories Glacier Bay 6 X 38 $228.00 -Lav Faucet Glacier Bay 6 X 38 $228.00 -Shower Foucet Moen 4 X 150 $600.00 -Box w/machine 1 X 70 $70.00 -Shower Drain 4 X 19.50 $78.00 -Shower Pan 4 X 60 $240.00 -Faucet Conector 18 X 7.80 $140.40 -Angle Valve 24 X 8.80 $211.20 -Toilet Conector 5 X 14 $70.00 -Ice Maker Box 1 X 50 $50.00 -PVC Pipe 1 Y�" 3 X 7 $21.00 • ••• • . . ••. • . • • ... -PVC Pipe 2" 12 X 12 $144.00 • . •. . . . . .. • -PVC Pipe 3" 14 X 16 .• .' ;•. $224.00 . ... .•. .•. •.. . -PVC Pipe 4" 5 X 22 $110.00 .. . . . •. ... •. -CPVC Pipe Y:" 30 X 4 $120.00 .. . • . . . ... .. -CPVC Pipe%" 40 X 7 $280.00 -CPVC Pipe 1" 10 X 12 $120.00 -Closet Flange 5 X 4 $20.00 -PVC Pieces $2100.00 -CPVC Pieces $1500.00 -Workforce $8895.40 -Miscellaneous $1000.00 Total $17000.00 NO INCLUDE: -Fire Matirials -Any Concrete -Permit -A/C Drain -Any Filter -Back Flow Prevents -Sand/ Labor if it necessary -Patch Floor, Ceiling ,Wall , Roof NOTE: We are not responsibility for any damage : FPL ,Wire ,Pipe ,Gas ,Under slab ,Above slab . Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AM • • ••• • • • ••• •• •• • • • •• •• • More saving. Your Store:Dade County#277 More doing. Use Current Location or find store • • •• • • • • •• • Glacier Bay Model#N241oEB/N24ioT Internet#205843940 S14SKI:#1001291582- : :•. 2-piece 1.0 GPF Single Flush Elongated Tollet:in VMtite. •:• •.• �C*i4 (7) Write a Review Questions&Answers(3) •• • • • •• ••• •• • ••• • • • • •• • •�'+E Ac°� Was $118-99 ' $108.00 /each "•,�, Save$10.00(8%) • Uses only 1.OGPF while delivering superior flush performance • Available exclusively at The Home Depot �� • QuickConnect Easy Installation System Open Expanded View Click Image to Zoom FREQUENTLY BOUGHT TOGETHER Price for all three:$118.66 ADD TO CART This item:2-piece 1.0 GPF Single Flush Elongated Toilet in White$48-99$108.00 3/8 in Compression x 7/8.n Ballcock Nut x 20 it Braided Polymer Toilet Connector$6.68 DAP Kwik Seal Plus 5.5 oz. Kitchen and Bath Adhesive Caulk w'th IU:croban$3.98 PRODUCT OVERVIEW Model#N241oEB/N241oT Internet#205843940 Store SKU#1001251582 r' The Glacier Bay 2-piece Ultra High Efficiency Elongated Toilet in White is manufactured from durable vitreous china,which is resistant to stains, acid and abrasion for long lasting beauty.This 2-piece toilet comes with an elongated chair-height bowl for maximum comfort and has a white porcelain finish http://www.homedepot.com/p/Glacier-Bay-2-piece-1-O-GPF-Single-Fl...erBay-D29B-Bath%7C&gclid=CL6hn-SHtsoCFYMbHwodjwcCKw&gclsrc=aw.ds Page 1 of 2 Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AM • • ••• • • • ••• •• •• • • • •• •• • that blends with a wide range of bath or powder room decor styles. High-performance with plenty of flush power,this toilet is easy to install and includes a toilet seat,wax ring and floor mounting bolt seat. Limited lifetime warranty. ' • ' ' • • . . •.. • • • • •.• . 16.5 in.chair height meets ADA standards • Features the quick connect easy installation system .•. .: ••. •'. •; ." . • • • • . • • •• • High performance bowl design for superior flush performance • • • . . • • • ••• ••• ••• ••• • • All in one packaging includes the toilet seat,wax ring and floor mounting bolt set .. . • • •. •.. .• • ••. • • • • .. • SPECIFICATIONS •' 0.0 ••• •• DIMENSIONS Bowl Height without Seat(in.) 16.5 Product Height(in.) 31.87 Flush Valve Size(in.) 3 Product Width(in.) 17.05 Product Depth(in.) 28.94 DETAILS Bowl Height Comfort Height MaP Performance Rating 800 Bowl Shape Elongated Material Vitreous China Color Family White Mount Location Floor Mount Color/Finish White Product Weight(lb.) 79.2 Ib Commercial/Residential Residential Returnable 90-Day Flushing Mechanism Gravity Flush Rough In Size 12 Flushing Technology Flapper/Piston Toilet Features Complete Kit Flushing Type Single Flush Toilet Included Components Handle,Hardware,Seat Gallons Per Flush 1.000 Trip Lever Location Left Side WARRANTY/CERTIFICATIONS Certifications and Listings IAPMO Certified Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Bowl Shape:Elongated Bowl Height:Comfort Height t Color Family:White Brand:Glacier Bay Price:$100-$150 ! Material:Vitreous China Review Rating:2&Up SEARCH http://www.homedepot.com/p/Glacier-Bay-2-piece-1-0-GPF-Single-Fl...erBay-D29B-Bath%7C&gclid=CL6hn-SHtsoCFYMbHwodjwcCKw&gclsrc=aw.ds Page 2 of 2 Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1/19/16 9:19 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• .� More savi Your Store:Dade County#277 Moredoing Use Current Location or find store • • •• • • • • •• • Polaris Sinks Model#P28122V-W Internet#2o6342656 •' •' ;•• Porcelain Vessel Sink in White "' "' "' "• • 4 - Write the First Review Questions&Answers(2) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• V.00/each PRODUCT NOT SOLD IN STORES ,F Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#P28122V-W Internet#2o6342656 The P28122VW porcelain vessel sink offers a unique,modern look for any bathroom. It is made from true vitreous China,which is triple glazed and triple fired to ensure your sink is durable and strong.Because this sink is a vessel,no mounting hardware is needed.The overall dimensions for the P28122VW are 18 in.x 18 in.x 7-3/4 in.and an 18 in.minimum cabinet size is required.Vessel sinks require a special spring-loaded pop-up drain, which we offer in a variety of finishes to fit your decor.As always,our porcelain sinks are covered under a limited lifetime warranty for as long as you own the sink. • 18 in. minimum cabinet size • True vitreous china • Limited lifetime warranty • No hardware needed • Center drain • Vessel installation SPECIFICATIONS DIMENSIONS Basin Depth(in.) 5.75 Inner bowl front to back length(in.) 16 http://www.homedepot.com/p/Polaris-Sinks-Porcelain-Vessel-Sink-in-...Fixtures&Toilets%7C&gclid=C060wualtsoCFU4WHwod D3AKYQ&gcis rc=aw.ds Page 1 of 2 Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1/19/16 9:19 AM Basin Length(in.) 18 Inner povol Sipe toy ide%dRh Ti.)- 16 .00 Basin Width(in.) 18 • •• ••• 000 ••• ••• 000 DETAILS ' ' ' • . • •• . ... ..: ... ... . Color Family White Product Weight(Ib.) 14.95 Ib Color/Finish White Retumg0e • • • .• 000 ••90-Day •—r•0---0 —0-0 Drain Included No Shape • • . • • • • • •Round 0.Material Porcelain WARRANTY/CERTIFICATIONS Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Basin Width(in.): 15-20 Basin Length(in.): 15-20 Basin Depth(in.):5-11 Price:$50-$100 Brand:Polaris Sinks Color Family:White " ; Material: Porcelain SEARCH http://www.homedepot.com/p/Polaris-Sinks-Porcelain-Vessel-Sink-in-...Fixtures&Toilets%7C&gclid=C060wualtsoCFU4WHwod D3AKYQ&gcl src=aw.d s Page 2 of 2 Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-B6101-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Moresaving. Your Store: Dade County#277 19 More doing: Use Current Location or find store • • •• • • • • •• • • • • • • • • •• Glacier Bay Model#7032E-B61o1 Internet#202o43756 Store Sj-L;#2j7251 •• •• Constructor 4 in. Centerset 2-Handle Low-Arc•Bathrooin Faucet in Chrome (273) Write a Review Questions&Answers(16) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $24.86 /each Get up to$25 in Rebates+ „y • Available exdusively at The Home Depot • WaterSense certified to help reduce water use • Contains washerless cartridges to prevent dripping -='- IN STOCK AT YOUR SELECTED STORE Dade County#277 171 In Stock Miami,FL 33135 Aisle 23,Bay 006 eS�o Text Product Location eI+I I Open Expanded View Click Image to Zoom FREQUENTLY BOUGHT TOGETHER - Price for all three:$78.86 'i ADD TO CART 6 This item:Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome$24.86 Glacier Bay Shelburne/Petite Aragon Pedestal in WF:te$24.00 G.2cier Bay Petite Aragon 8-3/8 in Pedestal Sirk Bas.-i in White$30.00 PRODUCT OVERVIEW Model#7032E-B6ioi Internet#202043756 Store SKU#217251 Store SO SKU#217251 The Glacier Bay Constructor 4 in.2-Handle Low-Arc Bathroom Faucet in Chrome has a nostalgic look and will complement a wide variety of bathroom decor.WaterSense certified with a 1.5 gal.per minute water flow rate to help reduce water use and washerless cartridges to help prevent dripping,this http://www.homedepot.com/p/Glacier-Bay-Constructor-4-in-Centerset-2-Handle-Low-Arc-Bathroom-Faucet-in-Chrome-7032E-B6101/202043756 Page 1 of 3 Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-66101-The Home Depot 1/19/16 9:20 AM •• •• • • • •• •• • faucet meets and exceeds the highest standards of efficiency.The 2-handle desigr> IoW-arc 4pou;jad Qedk-dlate:mount make this faucet easy to use and easy to install. Pair with other pieces from the Constructor Collection for a complete anal'elis&eA look. L'i6rtited.Lifetime Warranty. • 2-handle design for easy use • Low-arc spout has a height of 1-19/32 in. � .� .� � � � � 000 • � �0 . . . . • • • • • • • • 0 • Chrome finish is easy to clean • 1.5 gal.per minute water flow rate helps conserve water •0 0 : •.. :0 j" ." • ADA Compliant . i i i i•• i i •. • •• • • •.• •• • Deck-plate mount for easy installation • 3 installation holes required • Pop up assembly included • How To Install a Centerset Faucet SPECIFICATIONS DIMENSIONS Assembled Depth(in.) 8.79 in Connection size(in.) 1/2 In. Assembled Height(in.) 3.22 in Spout height(in.) 1.6 Assembled Width(in.) 5.74 in DETAILS Bath Faucet Type 4"Centerset Installation Type 4"Centerset Color Family Chrome Number of Faucet Handles Double Handle Color/Finish Chrome Number of Faucet Holes Required 3 Faucet type Bath Faucet On-center measurement 4 in.center set Features No Additional Features Returnable 90-Day Flow rate(gallons per minute) 1.5 Spout Reach(in.) 4.1 Handle type Lever Spout Type Low Arc Included Components Drain,Handles Touchless/Touch On Neither WARRANTY/CERTIFICATIONS Certifications and Listings ADA Compliant Manufacturer Warranty Limited lifetime warranty MORE PRODUCTS WITH THESE FEATURES Brand:Glacier Bay Color Family:Chrome Price:$20-$30 Number of Faucet Handles:Double Handle ___-_._ ------------.m-� _ http://www.homedepot.com/p/Glacier-Bay-Constructor-4-in-Centerset-2-Handle-Low-Arc-Bathroom-Faucet-in-Chrome-7032E-B6101/202043756 Page 2 of 3 MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• More s_-ving. Your Store:Dade County#277 [� More doing: Use Current Location or find store • • •• • • • • •• • • • • • • • • • •• MOEN Model#82968SRN ` Intemet#202707681 Store SKU#57187'+2 ; •• •• A Ashville 1-Handle Shower Faucet in Spot Resist B•r bd Nickel �k*k (23) Write a Review Questions&Answers(17) •• •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $154.00 /each • FREE return shipping ' • Wnse-certified • 2-hole installation IN STOCK AT YOUR SELECTED STORE Dade County#277 8 In Stock Miami,FL 33135 Aisle 23,Bay 006 Text Product Location N' rl Open Expanded View Click Image to Zoom FREQUENTLY BOUGHT TOGETHER Price for all three:$439.77 ADD TO CART This item:Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel$164.00 MOEN Ashvll!e 4 in. Centerset 2-Handle Bathroom Faucet with Microban Prot--ction:n Spot Resist Brushed N ckel$89.00 MOEN Ashville 1-Handle Tub and Shower Faucet in Spot Resist Brushed Nickel$196.77 PRODUCT OVERVIEW Model#82968SRN Internet#202707681 Store SKU#577972 The MOEN Ashville 1-Handle Shower Faucet features a brushed nickel finish designed to resist water spots and fingerprints to give it a polished look that is easy to clean.This faucet has a Posi-Temp pressure-balancing valve to help maintain water flow and control the water temperature to give you a http://www.homedepot.com/p/MOEN-Ashville-I-Handle-Shower-Faucet-in-Spot-Resist-Brushed-Nickel-82968SRN/202707681 Page 1 of 3 MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AM • • ••• • • • ••• •• •• • • • •• •• • comfortable and safe bathing experience.The single-control lever handle meets AIQATeduir*en1%4ncjm9kfs foj effortless use.To finish up the look, the showerhead comes with an arm and flange. : : .:. : : : : •:. • Advanced self-pressurizing Immersion rainshower technology channels water through the showerhead with more spray power for a thorough rinse • Posi-Temp pressure-balancing valve maintains water pressure and temperatt�e; •; • • • • • • Large 8.5 in.diameter rainshower showerhead helps provide a comfortable sflq%ferA�6expeoggce:•• •;• ••• • Shower arm and flange are included for a coordinating look • Lever handle is ADA compliant for ease of operation •" ; : •'• ;'. ;" •" • Pressure balance/scald guard •. • • . . . ..• •• • Fixed-mount showerhead installation is required • Self-cleaning nozzles • Due to WaterSense regulations in the state of New York,please confirm your shipping zip code is not restricted from use of items that do not meet WaterSense qualifications • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots W MOEN Buy it for tooks.Buy i for life? '4i�/0 q(1— QM�n>I,Q The innovative Spot Resist"finish prevents the unsightty buitd up of water spots and fingerprints on your faucet, It's easy to spot the difference SPOT RESIST. With Spot Resist'" I Standard Finish SPECIFICATIONS DIMENSIONS Connection size(in.) 1/2 In. Product Width(in.) 7 Product Depth(in.) 7 Showerhead face diameter(in.) 8.5 Product Height(in.) 7 DETAILS Bath Faucet Type Shower Stall Included Components Handles,Required rough-in valve Built-in Water Filter No Number of Faucet Handles Single Handle Color Family Nickel Number of Spray Settings 1 http://www.homedepot.com/p/MOEN-Ashville-l-Handle-Shower-Faucet-in-Spot-Resist-Brushed-Nickel-82968SRN/202707681 Page 2 of 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... GDT GROUP . .. •• . . .. . . . . . . . . . . . . .. 323 NE 211 TERRACE • . ... ... ... ... 090 MIAMI , FL 3379 .. . . . .. ... .. . ... . . . . .. . PH: 786-3950107/954-3769038 .. . . . . . ... .. ESTIMATE Client: GD Art Construction/Construction Developer Group Job Address: 9935 NE 13th Avenue Description: General renovations Date: 9/1/15 • FRAMING, DRYWALL AND FINISH • Install all framing according to approved plans o Build framing for walls and ceilings metal studs 35/8", tracks 1 5/8" 25 gauges o Metal studs 35/8" 70 units ($2.6/unit) $182.00 o Tracks 1 5/8" 30 units ($1.8/unit) $54.00 o Furry 150 units $200.00 o Insulation material $400.00 o Screws $ 42.00 o Metal partition labor $3,000.00 • Install new drywall in walls and ceilings (green and durock for bathrooms as per code) 0 2.1- White drywall 1/2" Qty 180 ($7.84/sheet) $1,411.20 0 2.2- Green 1/2" Qty 25 ($11.04/sheet) $276.00 0 2.3- Durock Qty 21 ($22.72/piece) $477.12 0 2.4- Drywall screws 2 boxes $ 84.00 0 2.5- Durock screws 10lbs $70.00 • Finish, plaster all ceilings and walls level 3 0 3.1- Plaster compound tanks Qty20 ($13.70/5gal) $274.00 0 3.2- Durabon 45 Qty 25 ($8.60/bag) $215.00 0 3.3- Metal corner bids 2 boxes 100 units ($45.00) $90.00 0 3.4- Sandpaper#100 3 boxes ($15.00/box) $45.00 0 3.5- Sand paper#120 3 boxes ($15/box) $45.00 • Stucco whole house exterior walls o 4.1- Sand 4 yds ($40/yd) $160.00 • .•• • . .•. % .. • % •• • • . • . . • • • • . . .•• . . • • •.. 0 4.2- Stucco mix unsanded 25 bags ($7.5/bag) $187.50 0 4.3- Bonding 10 gal ($50/5gal}'154.00.'; .'; • 0 4.4- Fiber 4 bags ($7/bag) $?SpO; ; ; 0 4.5- Plastic corner 40units ($5/each)• $20UOtf• ... . Drywall, Plastering Labor $5,500 •. ... . . ;.. .. ...; . ;. •.. • . . . . . •. . Total: $13,440.82 Permits: Cost of plans, permit fees or processing costs are not included; Fees or deposits required by the City of Miami Shores not included. Edmundo Gerez Hernan Tortul .. • . . . .. .. . - 6504 NW 77th Court 105 NW 13 Auerwe•• • • • • . • . Master Order Miami, Florida,33166 Poma no Beach,'4I 33M9 ' "' ' ' • P;305-556-6251 P:954-606-0344 ' "' • • • • ••• F:305-556-6256 F:954-312-3041 Order Number: 0077167 ACI SUPPLY, INC *00 .. Order Date: 1/8/2016 • • •• • : : • ': :• Salesperson: 0005 ••'• •'•• •••• • • • Page 1 of 2 • ••• • Sold To: ?h! To: GD Art Construction '• �`LLAr�C$nsj%j&iW '. 6770 Indian Creek Dr. .•' Exx110rt.' ; ; ;.• • 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P/O Shippinq Date Payment Terms Ship VIA Shloer term 0000649 12/31/5999 Credit Card on File QUANTITY Billing Item Number / Description Ordered U/M Shipped BO Price per Unit Price U/M Amount 20-25S15/8X100 1 Stud 15/8"x 10'25 Gauge 10 PC 0 0 1.850 0.00 MLF 18.50 20-25TR15/8X10 2 Track 1 5/8"x 10'25 Gauge 10 PC 0 0 1.800 0.00 MLF 18.00 20-25S35/8X100 3 Stud 3 5/8"x 10' 25 Gauge 20 PC 0 0 2.600 0.00 MLF 52.00 20-25TR35/8X10 4 Track 3 5/8"x 10'25 Gauge 20 PC 0 0 2.550 0.00 MLF 51.00 10-RG04X08X1/2L 5 Wallboard 4'x08'xl/2"Liftlite 100 PC 0 0 7.840 0.00 MSF 784.00 10-MD04X08X1/2 6 Wallboard 4'x08'xl/2"Mold Defense 50 PC 0 0 11.040 0.00 MSF 552.00 10-CB04X08X1/2 7 Cement Board 04'x08'xl/2" 10 PC 0 0 22.720 0.00 MSF 227.20 90-FRJBAG45M 8 Rapid Joint 45 2 BAG 0 0 8.600 0.00 BAG 17.20 90-DFJCPA1617 Continued . . ... . . . OV NW 77th Court 105 NW 13 AQ8W. ; : :•.•: Master Order Miami, Florida,33166 Pomapno Beach:Fl 33Q69 • P;305-556-6251 P:954-606-@G44 • ••• • • • • ••• F:305-556-6256 F:954-312-3041 Order Number: 0077167 AC 1 S U P P LY, INC e e e e Order Date: 1/8/2016 • • •• • • • • •• ' Salesperson: 0005 • • • • • • • • Page 2 of 2 • ••• ••• ••• ••• • Sold To: Ship To: •• • . . •• •e• .. e . e . e . e GD Art Construction •• MAI gn$glCti(V •• 6770 Indian Creek Dr. ••• € ooR•• : : :•• ••• 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P/O Shipping Data Payment Terms Ship VIA Shloer term 0000649 12/31/5999 Credit Card on File QUANTITY Billing Item Number / Description Ordered U/M Shipped BO price per Unit Price wM Amount 9 USG Sheetrock Joint Compound 61.7 LB-5 2 PAIL 0 0 13.700 0.00 PAIL 27.40 Gallon-Green Lid 90-ATFT217250 10 Fiberglass Tape 2"x 300' 1 ROLL 0 0 3.750 0.00 ROLL 3.75 61-0818125HL 11 Screw 8x1-1/4 Box 5000#8125HL/CB114 t Box 0 0 99.000 0.00 Box 99.00 61-061180268 12 Screw 6 x 1-1/8 Box 10000#268/FS118 I Box 0 0 42.000 0.00 Box 42.00 21-C114090080 13 Comer Beads 1-1/4"x 08' 63 PC 0 0 0.900 0.00 MLF 56.70 GOODS RECEIVED IN SATISFACTORY CONDITION PURSUANT TO TERMS CONTAINED HEREIN. CONDITION OF SALE:(1)A MONTHLY CHARGE OF 1.5%(18%PER YEAR)WILL BE APPLIED TO ALL INVOICES OVER 30 DAYS OLD.CHARGE ACCOUNTS BILLS DUE ABD PAYABLE IN 7 DAYS.(2)THE PURCHASER AFREES TO PAY ALL COSTS OF COLLECTION INCLUDING A REASONABLE ATTORNEYS FEES IN THE EVENT THIS INVOICE IS PLACED WITH AN ATTORNEY WHEATHER A SUIT IS BROUGHT OR NOT. Net Order: 1,948.75 (3)WE WILL NOT ALLOW CLAIMS OF ANY NATURE UNLESS REPORTED UPON RECEIPT OF MERCHANDISE. Less Discount: 0.00 DELIVERY:DELIVERYMUST BE CHARGED,NO EXCEPTION,AND ACII SUPPLY SHALL NOT BE LIABLE FOR DAMAGES CAUSSED BY DELAY IN DELIVERY. Freight: 0.00 RETURNS&EXCHANGES:WALL BE ACEPTED NO LATER THAN 15 DAYS AFTER INVOICE DATE.PRIOR TO RETURNING ANY MATERIALS,BUYER SHOULD REQUEST CONCENT FROM THE MAIN OFFICE AUTHORIZING THE RETURN,THE BUYER WILL BE RESPONSIBLE FOR THE COST OF Sales Tax: 136.42 RESTOKING(15%)PLUS COST OF TRANSPORTATION.MATERIAL RETURNS ARE NOT ALLOWED FOR SPECIAL ORDER ITEMS. Order Total:US$ 2,085.17 PRICE POLICY:PRICES ARE SUBJECT TO CHANGE WITHOUT PREVIOUS NOTICE. Weiqht: 8,551.74 LBS Total Units Shipped: 0.00 PCS www.aclsupply.com r . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . More Your Store:Dade County#277 S.!►, More doing; Use Current Location or find store • • • • • •• • • •• • • • • •• • Clopay Model#GR1LP_SW_SOL Internet#204598491 • • • •• •• • : :.• Gallery Collection 16 ft. x 7 ft. 6.5 R-Value*ln6lAdctSolid VOKite Garage Door 7F*7t*8 (3) ' Write a Review Questions&Answers(4) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 4 $1 v021 .00/each L PRODUCT NOT SOLD IN STORES Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#GR1LP_SW_SOL Internet#2o4598491 Add strength,security and style to your home with a Clopay Garage Door.The 3-layer steel construction features polystyrene insulation for added energy efficiency and quiet operation.Decorative panel edging and natural embossed wood grain texture improve appearance close-up and from the curb.The price includes the door and components only. Installation is NOT included. • Click here to design your Custom Clopay Garage Door and schedule an install • Offers a 3-layer construction(steel-insulation-steel) • Vintage style with updated appeal • Heavy-duty exterior steel ensures durability and security • EZ-Set torsion springs are included • Traditional overhead door is compatible with automatic garage door openers • Bottom weather seal in rust-proof aluminum retainer helps seal floors and is easily replaced SPECIFICATIONS DIMENSIONS Garage Door Size 16'x7' Product Height(in.) 84 http://www.homedepot.com/p/Clopay-Gallery-Collection-16-ft-x-7-ft-...-R-Value-Insulated-Sol id-White-Garage-Door-GR1LP-SW-SOL/204598491 Page 1 of 2 • • ••• . • . ... .. .. . . . .. .. . Product Depth(in.) 192 11roducCWidji(in=• • 1.38 •--'—"•—•-��•moi i�• DETAILS • .• Color Family White i 4arag)Featurep• •• • • Insulated Door Configuration Double Door Insulation R-Value 6.5 Garage Door Collection Gallery Otl�t�ri� ••• •• •• •'• Steel Garage Door Color White �gtEm'�bl¢• ••• •• •e• 90-Day Garage Door Style Carriage Style WARRANTY/CERTIFICATIONS Paint System-Lifetime,Windows-10 Manufacturer Warranty yrs.,Sections/Delamination-5 yrs., Hardware/Springs-3 yrs. MORE PRODUCTS WITH THESE FEATURES I Garage Door Size: 16'x7' # Door Configuration:Double Door Color Family:White + Garage Door Style:Carriage Style Garage Features:Insulated Insulation R-Value:6.6 Price:$1000-$2000 SEARCH I http://www.homedepot.com/p/Clopay-Gallery-Collection-16-ft-x-7-ft-...-R-Value-Insulated-Sol id-White-Garage-Doo r-GR1LP-SW-SOL/204598491 Page 2 of 2 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . ... INTERAIARBLE? Iw::- PORCELAIN - MAiBLE - TRAVJRRTINt -: VOSAICS . ... ... ... ... . .. . . . .. ... .. . ... . . . . .. . Miami January 12"i, 2016 ;•� ; .. . . . . . ... .. To Mr.Fabian Silveiro Re: Quote for materials 2936 SF Porcelain White Bone Polished in 24X24 at $1 59 per SF 1014 SF Porcelain Light Beige Mate in 12x24 at$2 10 per SF 70 SF Porcelain Mosaics in 2X2 12X12 sheets White or Beige at$4.00 per SF Any other questions please call us or send an email Best regards, Lucy Daruna Intermarble,lnc. 7890 N.W. 29 St. Suite C, Doral FL 33122 Phone: 305-593-9100 Fax: 305-593-8282 Email. intermarble@birch.net 4 k ,„gyp" ,,r � �. � _� _ ti� (.''"`✓t'� �. �.a� ��" �"- 3 a 111 �.. tin a�r � + "��f `✓ ."� � F � r g r dl �R 7 b ot f r r Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005-The Home Depot 1/18/16 5:51 PM % • % • ••• • • • ••• •• • • • •• • �WMare sav Kt Your Store:Dade County#277 '6: More doing. Use Current Location or find sto-e • • •• • • • • •• • Seal-Krete i Model#922005 Internet#203002755 ! : •• •• • : :•. Epoxy Seal Slate Gray 922 5 gal. Con rete amd ©ara fe door Paint ***Y (34) Write a Review Questions&Answers(35) •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• $127.00/each • Durable,satin concrete paint that resists scuffing and peeling. • For interior or exterior concrete surfaces. • Resists stains,household chemicals and hot tire pickup. EPDXY-SEAL L cord a n000,.RM ;.semi PRODUCT NOT SOLD IN STORES `' Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#922005 Internet#203002755 Store SO SKU#1000055698 Seal-Krete Epoxy Seal is a ready-to-use,acrylic-epoxy blend formulated to resist hot tire pickup,chemicals,oil,grease.And gasoline stains.This epoxy- fortified formula dries to a durable, UV-resistant,satin finish that resists scuffing,peeling,blistering and fading. Epoxy-Seal is easy to maintain,making it ideal for both interior and exterior high-traffic areas including garage floors,driveways,shop floors,basements,pool decks,walkways,patios,porches and more. • Ready-to-use • Resists oil,chemicals,hot tire pickup • Hi-hide • Interior/exterior • Soap and water clean up • Actual paint colors may vary from on-screen and printer representations • Online Price includes Paint Care fee in the following states:CA,CO,CT,MN,OR, RI,VT SPECIFICATIONS DIMENSIONS Container Size 5 GA-Gallon Coverage Area(sq.ft.) 2000 http://www.homedepot.com/p/Seal-Krete-Epoxy-Seal-Slate-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 1 of 2 Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005-The Home Depot 1/18/16 5:51 PM • • ••• • • • ••• • • • • • • • • • • DETAILS ' ' "' ' ' • • ••• Application Method Brush,Roller Paint/Stain Base Material,, Epoxy/2 part • • • • •• Application Method Brush or roller • • •Paint/Stain Clean Up : .'• Soap&Water Chemical Resistant,Mildew Chemical resistant Yes •• VgUSt�in Key Feat0 0 Resistant,Prevents hot tire •• pickup,Primer ' ' Required,• ••• • • • • •• • eel Waterproof Coating Product Category Paint " PaiAUStainAA&tekrdbf&F'Muct Type Basement,Floor&Garage Color Family Grays Primer required Yes Color/Finish Slate Gray Returnable 90-Day Dry to touch(min.) 120 Skid Resistant No Interior/Exterior Exterior,Interior Substrate/Surface Use Type Concrete/Brick/Masonry/Stone Mildew Resistant Yes Time before recoating(hours) 4 Number of components in formula 1-part Transparency Solid Paint Product Type Interior Paint/Stain WARRANTY/CERTIFICATIONS Manufacturer Warranty 2 years replacement of product MORE PRODUCTS WITH THESE FEATURES Color Family:Grays Brand:Seal-Krete Price:$100-$150 Coverage Area(sq.ft.):2000 Container Size:5 GA-Gallon Review Rating:3&Up SEARCH http://www.homedepot.com/p/Seal-Krete-Epoxy-Seal-Slate-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 2 of 2 House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1/18/16 5:56 PM % • % • ••• • • • ••• •• • • • •• • • • ••• • • • • ••• More saving. Your store: Dade County#277 }, More doing Use Current Location or find store • • •• • • • • •• • House of Fara I Model#8819 ! Internet#205426937 • • •• 8819 1/2 in. x 3-1/2 in. x 96 in. MDF Pil d Bialii loutdi*rfg Write the First Review Ask the first question •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 9.1 V/each PRODUCT NOT SOLD IN STORES Open Expanded View Click Image to Zoom PRODUCT OVERVIEW Model#8819 Internet#205426937 The House of Fara 1/2 in.x 3-1/2 in.x 8 ft. MDF Primed Base Moulding will add a clean and smooth contemporary look to any room.Its constructed from primed MDF and is ready for painting to match your existing decor.This smooth profiled baseboard moulding is economical, it will add a unique detail and an architectural touch to any room or project. California residents:see Proposition 65 information?+ • MDF primed base • Clean and smooth contemporary look • Economical • Ready for painting SPECIFICATIONS DIMENSIONS Product Depth(in.) 0.5 Product Length(in.) 96 Product Height(in.) 96 Product Width(in.) 3.5 http://www.homedepot.com/p/House-of-Fara-8819-1-2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 1 of 2 House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1/18/16 5:56 PM DETAILS . . . . . . . . . . Application Floor ' 'PathPJUlePStdInable • ••• Yes Color Family White Pattern Number 8819 • • • • • • • • •• Flexible No Prefinished • No Interior/Exterior Interior Pro Pack No Kits No • .Relursabie • • • • 90-Day • ••• • • • • •• • Material Medium Density Fiberboard(MDF) ••' :Rc;Reaistar: : :•• •.' No Moisture Resistant No Sell Pack Options Single Item Moulding Features No Additional Features Termite Resistant No Moulding Type Base Wood Veneer No WARRANTY/CERTIFICATIONS Manufacturer Warranty Satisfaction Guaranteed MORE PRODUCTS WITH THESE FEATURES Moulding Type: Base Material:Medium Density Fiberboard(MDF) Interior/Exterior:Interior Moulding Features: No Additional Features Color Family:White Application: Floor Sell Pack Options:Single Item SEARCH http://www.homedepot.com/p/House-of-Fara-8819-1-2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 2 of 2 . . ... . . . ... .. .. . . . .. .. . . . . • . . . . . . . . ... . . . . ... C13�K r73�A� . . . . . . . • *00 0:. ... ... ... **0 .. . . . .. ... .. . ... . . . . .. . Project name • • • • • •• • • Included in the total price Fabiano Silveira •• • • • • • ••. •• Appliances $1,248.00 Project number 0000-9003-2612 Total Price: $5,512.82 Price Quantity Total Price 1 "—` - 80265398 SEKTION $57.00 1 $57.00 base 80 cabinet '—" frame white 40 36x24x30 " 20 90266929 BROKHULT $108.00 2 $216.00 drawer 0 front walnut effect light gray 36x15 " 10265684 MAXIMERA $60.00 2 $120.00 drawer, high white 36x24 " 90265661 MAXIMERA $49.00 1 $49.00 drawer, low white 36x24 " 00265627 UTRUSTA $19.00 1 $19.00 drawer front, low 36 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 1 of 10 . . .•. . . . .•. .. .. . • . .. .. . Z . • • • • • • • . • -- 20265396 SEKTION $38.00 1 $38.00 i • base •• 60 • • •• . •cabinet •• • • • • . •franW :•. 40 ••• . . :..vftte •:. •.• 18x24x30 " ?0 •• • • • so • •• 8p26f5.VQ; EFQK•�•VLT• $72.00 2 $144.00 0 •• • • . frrorrt ••• •• walnut effect light gray 18x15 " 50265682 MAXIMERA $41.00 2 $82.00 L:.Or drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 _'"'..i► drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 2 of 10 • • .•• . . . ••. .. .. . • . .• .. • 3 • • • • • • • • . • 30265386 SEKTION $49.00 1 $49.00 base 60 • •: •�•ca6inet •: �•• 40 • ••• .••vUte ••• • 30x24x3O " 2000 • • • •• ••• •• ® SP26b.VEC ;Er(:KVVLTr. $96.00 2 $192.00 • • • • •draVer • 0 •• • • • f1forlt ••• •• walnut effect light gray 30x15 " 70265676 MAXIMERA $53.00 2 $106.00 drawer, high white 30x24 " 90265656 MAXIMERA $43.00 1 $43.00 -sem drawer, low white 30x24 " 20265626 UTRUSTA $17.00 1 $17.00 drawer front, low 30 " 4 50265502 SEKTION $86.00 1 $86.00 base corner cabinet frame white 47x26x30 " 50266907 BROKHULT $126.00 1 $126.00 door 60 walnut effect light 40 gray 21x30 " 20 10265622 UTRUSTA $15.00 1 $15.00 shelf for corner base 0 cabinet IIL white 47 60204645 UTRUSTA $6.00 1 $6.00 PAZ. hinge 1250 http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 3 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 5 . . ... . . . ... . . . . ... 20288920 RENLIG $849.00 1 $849.00 fully. .. iQtetlrot2d dist1was4er • • • •..Sta?Mes9•• ••• • ut steel .. . . . .. ... .. } 702669 b1: :&(3K;llA7 'x•1.44.00 1 $144.00 walnut ' ' s' effect light gray 2400 " 6 80265398 SEKTION $57.00 1 $57.00 base cabinet I I frame white 36x24x30 " 80 50222517 BOHOLMEN $129.00 1 $129.00 double-bowl 40 inset sink stainless steel 20 31x19 5/8 " 0 ;- 90056021 ATLANT $6.99 2 $13.98 waste strainer 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 60266902 BROKHULT $118.00 2 $236.00 door walnut effect light gray 1800 " 60204645 UTRUSTA $6.00 2 $12.00 hinge 125 ° 60284581 SEKTION $9.00 1 $9.00 reinforced ventilated top rail galvanized 36 " http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPU[SummaryPrintout.htm Page 4 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 7 ... . . : .:. . . . . ... 20265396 SEKTION $38.00 1 $38.00 Cbase,60 cobfhE: .. • • • frarpe 40 • • •••white• ••• ••• • 18x24x30 " •• •• ••• 1 $118.00 ZU 60266902 :8�2(jKrrll.L7: :. '$118.00 . . door . . . . 0 ' waintit ' "' •• effect light gray 18x30 " 50265682 MAXIMERA $41.00 1 $41.00 drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 K""► r drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " 00280755 UTRUSTA $7.00 1 $7.00 fixture for mounting drawer on door http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 5 of 10 . . ... . . . •.• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 80265398 SEKTION $57.00 1 $57.00 • base, .• 60 i. • • •• c.abtnf:t • • •• • • frame o40 • • ••• whites .•• .•• • 36x24x30 " 20 n 60266 02 :.liR06L':Lv :.• '$118.00 2 $236.00 . . door . . . . 0 00 ' halnljt ' "' '• effect light gray 18x30 " 80265534 UTRUSTA $20.00 1 $20.00 shelf white 36x24 " 60204645 UTRUSTA $6.00 2 $12.00 31 hinge 125 ° 9 I 90265388 SEKTION $44.00 1 $44.00 1I base 60 " cabinet frame 40 white 24x24x30 " 10 70266911 BROKHULT $144.00 1 $144.00 door 0 walnut effect light gray 24x30 " 00265533 UTRUSTA $15.00 1 $15.00 shelf white 24x24 " �. 60204645 UTRUSTA $6.00 1 $6.00 PAZ hinge 1250 http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 6 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 10 ... . . . ... . . . . ... 90265388 SEKTION $44.00 1 $44.00 I 0 base 60 : : ': cpbtn%t ' : • ': :• • frarpe 40 • •••white* ••• ... 24x24x30 " 20 702661.1 : LO-1.•• '$144.00 1 $144.00 Croc�ItOKFi .. . . .. . 0 ' halnit ' '•• •• IGeffect light gray 2400 " 00265533 UTRUSTA $15.00 1 $15.00 -. . , shelf white 24x24 " 60204645 UTRUSTA $6.00 1 $6.00 PAM hinge 125 ° 11 ( 90265388 SEKTION $44.00 1 $44.00 I1 I base 60 ll cabinet frame 40 white 24x24x30 " 20 70266911 BROKHULT $144.00 1 $144.00 door 0 walnut effect light gray 2400 " 00265533 UTRUSTA $15.00 1 $15.00 shelf white 24x24 " 60204645 UTRUSTA $6.00 1 $6.00 �' hinge 125 ° http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 7 of 10 . .. .. ... . . ... .. ... .. .. . .12 . . . . . . . . . . . ... . . . . ... 90265388 SEKTION $44.00 1 $44.00 base .. . • • •• cabinet•.. ... . . . . frame o 0 0 . :*o •se .:. whke. :.. o% 24x24x30 " 00 .. . . . .. ... .. 00202%6 :.$O1iQLPjEN ;� •.$99.00 1 $99.00 40 �... =,..Y .. . inset sirfk. ... .0 stainless steel 20 22x21 5/8 " 0 90056021 ATLANT $6.99 1 $6.99 waste strainer 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 70266911 BROKHULT $144.00 1 $144.00 door walnut effect light gray 24x30 " 60204645 UTRUSTA $6.00 1 $6.00 hinge 125 ° 00284579 SEKTION $6.00 1 $6.00 reinforced ventilated top rail galvanized 24 " 13 10222538 LUFTIG $399.00 1 $399.00 exhaust hood Stainless steel http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 8 of 10 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . ... . SUSPENSION RAILS • • 000 •• • • • • ••• 60261327.; SEKTIQN.•. •; $1.2.00 2 $24.00 i Saspef io4• . •• • . •rail • . ... ... ... ... . galvanized 84 " .. . . . .. ... .. . ... . . . . .. . LEGS AND TOE KICKS •• .. . . . . . ... .. 00298411 SEKTION $15.00 3 $45.00 assembly kit for kitchen island 00298406 SEKTION $14.99 6 $89.94 support bracket for kitchen island 15 3/4 " 40287590 FORBATTRA $19.00 9 $171.00 plinth off-white 87x4 1/2 " 10265518 SEKTION leg $6.00 6 $36.00 4 1/2 " COVER PANELS & FILLER PIECES 80266411 FORBATTRA $38.00 1 $38.00 cover panel off-white 2500 " KNOBS, HANDLES & DOOR DAMPERS 60138759 LANSA $6.99 9 $62.91 handle stainless steel 95/81, 40241823 UTRUSTA $6.00 5 $30.00 D3 door damper for hinge 110-125 ° Important Included in the total price IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this Appliances $1,248.00 http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPU[SummaryPrintout.htm Page 9 of 10 . • ••• . . • ... .. .. . . . .. .. . program are for products you purchase from IKEA, take home and assemOleyc:jrself. AJIL c;Ue%tP•d • delivery, assembly and installation services are charged separately and n(ft included in 4the pirice. a• Total Price: Although we do try to ensure that the information in this program is correct, we apofoglze for any $5,512■82 product alterations that may occur. In compliance with California Title 20 regulations, lighting prices and features may vary in the state of California. See IKEA store for detags. All prices are valid until, • July 31, 2016 • • •• • • • • •• • • • . . . . . . .. • . . . . • . 00 . ... . • • . .. . . • • 000 . . .. . . • . ... .. http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 10 of 10 • ... ... . . . . . . . . . . MIAMI BEACH CL 33141;1.1 COMPAC Customer ID:100003400 . • ••• . . . . ... THE SURFACES COMPANY • • •• • • • • •• • Order No Date T"ID; .• .Your Rejerg.n.ge 516210077 01/13/2016 100634(b•• "' *00 •.• • •• • . . •• ••• as . ... . . : 0 .. . •• page.: 1 /1 .. . . . . . ... .. Code Description LengJWid./Thick Unit. SLAB/SOF Price Total in. in. in. 1 3020417 Al -ANTICO RIVER POLISHED l20x55xl 1/4" 2 91.660 SOF $350.00/Sq Ft $700.00 Delivery time Net Weight Gross Weight Total SOF Origin Delivery By IN STOCK AT THE MOMENT 1432 LB 1453 LB 91.660 Spain Truck Total Amount Terms of payment TAXES 49.00 $749.00 C.Check Cash in advance FCA MIAMI Delivery Address Vendor Our Bank GD ART CONSTRUCTION 1007 6770 INDIAN CREEK DR 4 D 33141 MIAMI BEACH FOR QUALITY PURPOSES,COMPAC REQUIRES TO ALL OUR CUSTOMERS,SAVE THE We do not accept claims on fabricated slabs or Installed tiles LOT NUMBERS OR BATCHES OF MATERIAL PURCHASED. THIS INFORMATION IS Special orders are not returnable MANDATORY FOR CLAIMS, REQUISITIONS OF CONSECUTIVE LOTS ON A SPECIFIC Past due amounts are subject to 1.5%interest per month.Should account go to collections or ORDER ALREADY DELIVERED AND/OR RETURNS. require an attorney,debtor Will become liable for all fees. You agree to pay a fee up to$30 if your check is returned unpaid. S COMPACstone Sim.GD ART CONSTRUCTION COMPACstone USA, Inc 1777 NW 72 AVE. Unit#2, Miami, FL 33126 Tel:305.406.3600 Fax:305.436.3783 Tax ID#743063498 INVOICE . . . .. . . .•. .. .•• LOS PICAPIEDRA MARBLE ft GRANITE GROUP tO�P: ••• ••• is :e: THE BEST QUALITY FOR THE LOWEST PRICES • e e• ••• ••• Dom! 1/T 5/2016 12344 SW 131ST AVE, MIAMI FL. 33186 •• 0 • • 11 D$7hre"Types of Jobs Here... Phone (786)488-7949 Fax(786)430-0490 ee :•: ; ; • bIII►/IIIII►,0WAS'1' AN►► 43II113Ale Laml?gc@pmail.com ••vru Ma�Choose Any Twol •• • • • . • ••• e. _ It It Is Goof and Cheap you can post your rc,nme-ts or pictures. It Will Not.Be Fest. if n 11 Good and Fest n WIII Not Bo Cheap. It It If Faal and Chomp h WIII Not Be Good. ,r TO:GD ART CONSTRUSCTION OBRA 9935 NE 3AV MIAMI SHORES SALESPERSON JOB PAYMENT TERMS DUE DATE QTY DESCRIPTION UNIT PRICE LINE TOTAL 1 KITCHEN COUNTER TOP FABIRICATION AND INSATALLATION $2,185.00 NOTE: Since marble and granite are products of nature;color,shading veining vary from one stone to another and from area to another within each stone.Los Picapiedre Marble 6 Granite Group Corp.will not be responsible for and will not be liable for any claim based on variation of those characteristics.All deposits placed for custom/special orders are non-refundable and must be paid in full.Los Picapiedrs Marble•Granite Group Corp.will not be responsible for any scratching or defects discovered after the completion inspection and final payment.Los Picepiedras Marble h Granite Group Corp.will not be responsible for any damage to cabinets due to weight of counter material.Los Picapiedra Marble 8 Granite Group Corp. Will not be responsible for sink size that exceeds the available space on the counter top to fit faucets.An additional charge of$100.00 will apply for each visit not canceled whit adequate notice or if work cannot be SUBTOTAL performed due to appliances/cabinets or materials not at jobsae of Installation. Estimate Fabrication,delivery and installation 10 days $2,185.00 (excluding SAT/SUM.from the date received the deposit of 50%.Also make notice of leftovers of material we are no responsible,if customer ' bought it.Storage will be charge or delivery charge may apply.In case we give estimate whit material we charge only for the sqft is in total of project,left over in this case will be property of LOS PICAPIEDRA MARBLE AND GRANITE GROUP CORP.Arid no charge will apply BUYER AGREE TO PAY FOR THE ABOVE PURCHASE IN ACCORDANCE WITH PAYMENTS TERMS SPECIFIED ABOVE. x x GUSTAVO H. BELL SALES TAX y, 0 TOTAL $2185.00 THANK YOU FOR YOUR BUSINESSI MOEN Banbury 3-Piece Bath Accessory Kit in Brushed Nickel-Y2633BN-The Home Depot 1/18/16 6:06 PM • • ••• • • • ••• a Z •• •• • • • •• •• • • • • • • • • • • • �\ i i i i•i i i i • • ••• • • • • ••• More savfmg Your Store:Dade County#277 More doing: Use Current Location or srd store • • • • • •• • • •• • • • • •• • MOEN Model#Y2633BN Internet#204959525 StoreSKU#ia00039936 • •• •• • : :•• Banbury 3-Piece Bath Accessory Kit in BruaMed filic'kel •:• ••• ***T1r ale (8) Write a Review Questions 8 Answers(6) •• • • • •• ••• •• • ••• • • • • •• • Was $59.98 $54.98 leach Save$5.00(8 A) • SpotResist finish resists fingerprints and water spots • Easy installation with included template t•1 • Matches perfectly with MOEN Banbury faucets and accessories IN STOCK AT YOUR SELECTED STORE ✓f Dade County#277 5 In Stock Miami,FL 33135 Aisle 23,Bay 007 Text Product Location Open Expanded Yew Click Image to Zoom PRODUCT OVERVIEW Model#Y2633BN Internet#204959525 Store SKU#1000039936 The MOEN Banbury 3-piece kit including a 24 in.towel bar,towel ring,and pivoting paper holder features a Spot Resist Brushed Nickel finish that is resistant to fingerprints and water spots for easy cleaning and long-lasting enjoyment.This Banbury shelf has classic design features to help accent your traditional bath decor. It has an appealing,lightly brushed metallic finish. • Spot resist brushed nickel finish resists fingerprints and water spots for each maintenance • Includes 24 in.towel bar,towel ring and pivoting paper holder • Template included for convenience when installing • Perfectly matched to MOEN Banbury faucets and accessories(sold separately) • Timeless styling for traditional bath decors SPECIFICATIONS DIMENSIONS Product Depth(in.) 3.11 Product Width(in.) 26.02 Product Height(in.) 6.8 http://www.homedepot.com/p/MOEN-Banbury-3-Piece-Bath-Accessory-Kit-in-Brushed-Nickel-Y2633BN/204959525 Page 1 of 2 • • ••• • • • ••• • • • • • • • • • • i i i i•i i i i •/9�O• F.P. G. WHOLE*SAT k, 1N* C• , p f/e Crx acre l`lvcr� 0 7190 Coral Wjy. Njami, F�33155 • • • tzzmle Phone: 305-266-2,x9§ • fax: 3QS-26J•6540 SOLD TO SHIP TO •• • • • •• ••• •• GD ART CONSTRUCTION INC. ;4( ) • 1:T;CQNSTRUCrION INC. **CASH SALES** ; ; *: •C.i1�Fi;S3iLS** 6770 INDIAN CREEK DR APT 4D •• • 6.77d IMAM'tAtK DR APT 4D MIAMI BEACH, FL 33141 MIAMI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment #: 1 • M • • •-• •-� . • �" • ' ' 16475 CASH SALE 1457093 01/12/16 12 '7 iMAKI ON 12 EA PH COLONIST 36"x80"xl-3/8 HC 62.350 748.20* E.J. 4-9/16" FRAME ****WITHOUT**** CASING FJ #916 1-5/8" DOOR STOP IMP 3.5" ST US4 5/8 HINGES R/H ** Size (s) shown retDresent the measurement of the slab(s) only, must allow for frame thickness. l EA PH DB MA 6P 35-13/16x78-15/16 359.000 359.00* W/E PDT6360LP OUT/LH PRODUCT CONTROL 1 UNT PH LOUVER SC 1-3/8" INT SINGLE 151.400 151.40* CLEAR PINE 32"x80"xl-3/8" DOOR INT FJ 4-9/16" FRAME F.J. #916 1-5/8 DOOR STOP *** WITHOUT *** CASING IMP 3.5" ST US4 5/8R REG HINGE(S) ** ONE BORE ** IN-SWING R.H. 1 SET POCKET FRAME FJ 4-5/8 36"x80" 70.550 70.55* 1 EA FPFJ4366 1 EA COLONIST HB 36"x80"xl-3/8" HC 49.100 49. 10* DHC03663 1 EA BIFOLD PRIMED 32"x80" F.LVR 2P 84 .800 84 .80* BWLV326PR2 5 EA BIFOLD COLONIST 48"x80" 4P 80.600 403.00* BWC04864 4 EA BIFOLD COLONIST 72"x80" 4P 93.500 374 .00* BWC07264 PCK'D/INVD CHK'D BY January 14, 2016 09:29:51 OT:ALI 0 / 0 MERCHANDISE *************** SHIP VIA pickup Now OTHER * CONFIRMATION **************** TAX PAGE 1 OF 2 FREIGHT mnmrr . • •.• . • . ... f�• •� F.P. G. WIHOLESA 'T 7190 Coral Wly I Abami,TI:331:5• •: • JlPel Phone: 305-266419% •IF= N&26f-6540 SOLD TO SHIP TO •• • • • •• ••• •• GD ART CONSTRUCTION INC. ••• :•OD-A.T:CONfCRUWION INC. **CASH SALES** ••• e13'JH�S�L��S��•• 6770 INDIAN CREEK DR APT 4D 6770 INDIAN CREEK DR APT 4D MIAMI BEACH, FL 33141 MIAMI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment #: 1 16475 CASH SALE 1457093 01/12/16 12 DESCRIPTION •-. 5 EA TYLO PASSAGE US26D 9.500 47.50* 200TUS26D Locations: 03-07 7 EA TYLO PRIVACY US26D 11. 150 78.05* 300TUS26D Locations: 03-07 PCWD/INV D CHWD BY January 14, 2016 09:29:51 OT:ALI 0 / 0 MERCHANDISE 2365.60 *+*****+**+++**+ SHIP VIA pickup Now OTHER 0.00 * CONFIRMATION +******+******** TAX7.000% 165.59 PAGE 2 OF 2 FREIGHT 0.00 # Work Item Provider Developer SUBCONTRACT/ OWNER 1 (1) Permit Processing Rami Developent 2500 2 (1) Permit fees OWNER 3 (2) Demolition CDG/GDArt $ 5,000.00 4 (2) Demolition change order CDG/GDArt $ 1,200.00 5 (3) Septic tank Mr. C Septic 11400 6 (3) Retaining wall (drain field area) materials CDG/GDArt 800 7 (3) Retaining wall labor(drain field area) CDG/GDArt 800 8 (4) Foundation materials rebars#2,#3, #4, #5, #6 (reinforcement ste Nachon Enterp. $ 6,870.00 9 (4) Foundation concrete footers CDG/GDArt $ — 6,555.00 10 (4) Foundation stairs and miscelaneous CDG/GDArt $ 3,170.00 11 (4) Foundation tie beams CDG/GDArt $ — 4,750.00 12 (4) Concrete blocks 1900 units ($0.90/each) (minus addition) SFCB CONCRETE $ 1,710.00 13 (4) Masonry and cement _ Nachon Enterp. $ 4,750.00 14 L5J Demo.Concrete and steam wall partial CDG/GDArt $ 1,200.00 :....: 15•' Steafi Wl,repairs and built CDG/GDArt $ 1,300.00 •••••• 16% (�:Dernflijiorj floor beams CDG/GDArt $ 1,200.00 .:.... 17.. (5) Framiag:.F.loor system, beams 2x12x16, 2x12x18, labor CDG/GDArt $ 8,173.00. •,,;, 18' (5)•Fram11nj' Toor'system miscelaneus CDG/GDArt $ — 630.00, 19•' (5)'Floor ePMood, durock, installation CDG/GDArt $ 8,092.00.ja •••••• 20 9 CQFran-dnj?Ooof framing trusses and(ap` CDG/GDArt $ 10,414.60 ------------- .:.... 21 (.i) RoofWb wdod CDG/GDArt $ -- 3,200.OQ 2 �6) Roof tiling R & R $ 18,OOO.O0; t (7) Framing: Wall framing W, X� .j f CDG/GDArt $ 2,878.00. E 7) Framing: Ceiling framing ,( CDG/GDArt I $ 1,250.0Q, r C J 25 (8) Windows and installation CGI WINDOWS $ 25,748.82 26 (8) Garage door installation CDG/GDART $ 500.00 27 (8) Garage door Home Depot/owner $ 1,021.00 28 (9) Electrical Materials provided by Kingwire KINGWIRE $ 4,164.74- 29 (9) Electrical Labor KINGWIRE $ 16,535.26- 30 (9) Recessed lighting fixtures Home Depot $ 1,402.00- 31 (10) Plumbing Materials DEL RIO &SON $ 7,104.60- 32 (10) Plumbing Labor DEL RIO &SON $ 8,895.40 33 (10) Plumbing miscelaneus DEL RIO &SON $ 1,000.00 34 (11) HVAC (Equipments) GD Rheem $ 4,113.80- 35 (11) AC Ducts and Installation MACS CORP $ 7,350.00- 36 (11) AC Linear difuser grills 44 units MACS CORP $ 870.00- 37 (11) AC New line refrigeration line set (2 units) MACS CORP $ 900.00- 38 (12) Drywall/durock screws AC1 $ (12) Insulation AC1 $ 3,150.00-- 40, 3) Exterior Stucco, stucco materials and labor GDC/GDArt $ 2,450.00 :.... 41•' (74) Platterflaish, AC1 $ 1,294.50 •;••• 420: Plalterfilish, labor AC1 $ 5,500,00 000000 0409 43.. (15) Floor tiles common areas 2586 sqft Intermarble/owner $ 4,111.7.7 •••:• 44• (1•) Floo••' •s bedrooms and showers 700 aprox sgft Intermarble/owner $ 1,593.48 .000 00 ... . 0 0000. 45 • (15) Floof tdltallation CDG/GDArt $ 4,575.00 •;••• 46•• L1l) Floorm9tallation material CDG/GDArt $ 740.00 0000. 47 . (.15) BathrborO shower wall tiles Intermarble/owner $ 800.00 48 (15) Bathroom tiles installation CDG/GDArt $ 1,200.00 49 (16) Kitchen Cabinets, built in appliances IKEA/owner $ 5,512.82 50 (16) Cabinet installation CDG/GDArt I $ 900.00. 51 (16) Countertop slabs COMPAC/owner $ 749.00 52 (16) Kitchen Countertop manufacturing Picapiedras Inc. $ 2,185.00 53 (16) Bath and closet accessories Home Depot $ 794.14 54 (17) Interior doors and Front door FPG DOORS/owner $ 3,387.50 55 (17) Interior trim GDC/GDArt $ 1,000.00 56 (17) Baseboard material a (boards) CDG/GDArt $ 200.00 57 (17) Baseboard materials (nails caulking) CDG/GDArt $ 100.00 58 (17) Baseboards installation CDG/GDArt $ 500.00 59 (18) Front concrete pathway and driveway CDG/GDART/owner $ =2,600.00-)-� �- 60 (19) Painting walls interior and exterior GDC/GDArt $ 4,000.00 61 (19) Garage floor paint (5 gal) aprox 350 sqft Home Depot $ 127.00 62 (19) Garage floor painting labor CDG/GDArt $ 200.00 63 (20)Trash containers CDG/GDArt $ 3,000.00 64 (20) Clean up interior CDG/GDArt $ 1,500.00 65 (20) Portable toilets CDG/GDArt $ 700.00 66• (•2 ) OVERHEAD $ 20,000.0.0 • . .. . .. 67 21) PROErr : $ 48,000.00 Su6totaE * $ 293,136.75 $ 15,500.00 • •• Provider Developer SUBCONTRACT/ '..:. # � Work Item OWNER .. ... 68 Landscap og•• OWNER 7500 690• Ajiplian!es(r�ot built in) OWNER 7000 0:0607 0400 70'. Finishing dock repairs CDG/GDART/owner 3500 71 Pavers exterior CDG/GDART/owner 2850 72 lRailings CDG/GDART/owner 800 73 1 Extras and exterior cleanup CDG/GDART/owner 3500 a� 10100 NW 25th Sweet Impact Resistant Miami,F1.33172 DETAILED CUSTOMER PROPOSAL Windows&Doors www.cgiwindows.com vYF11E SI1(OPN,3�_:I tte Number: 244215Information: omer •• tte Name: Gerez Silveira house ARIALE ect Name: GD Art Silveira house ed Date: 1/12/2016 6:12:52 PM 13210 SW 132 AVE Miami,FL 33177 __._._.. !s Person: Fabian Cordova P:305-233-5277 F- 305-517-3963 P: F: • .�. 1 3 Series 120 2 Panel Horizontal Roller 74"X 50.625" bedrooms +80/-90 $541.13 WA7 $1,623.39 74"x 50.625" Glass Make-Up-5/16"Lami(HS/HS) Glass Color-Energy Efficient Coatings, Energy Efficient Coatings-Gray LoE 366,Textured Glass=None j -- Aluminum Finish=Bronze ESP •----__.` Screen Option-No Screen Hardware Finish-Bronze, Sweep Locks?-No U-Factor- 1.06, SHGC=0.24,VT-0.3, CR= 14, CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX,Heavy Duty Lock Rail=Yes i K417 too TENEFIVI-79907 • .� ., ... • •• 09 dries is 0 0Panel Horizontal Roller 37"X 38.375" bathrooms +80/_90 $236.97 8 •...•• :•'3J"x 38.375" • ....._ __.�.._ ��� �� .:•••• .. Glass Mak%-Uu 5/16"Lami(HS/HS) ••••• ••Glass Corr v V ergy Efficient Coatings,Energy Efficient Coatings-Gray LoE 366,Textured Glass=None • • Aluminum rinlsh=Bronze ESP , ••••• ....P:reen Qllttdh•;No Screen • • • Herdwareelkath=Bronze, Sweep Locks?=No $� ••••• U-Factors v d • • • 906q SHGC=0.24, VT=0.3, CR= 14, CPD=CDR-K-13-00003-00004 s.s.•. •• Frame Typj 1 F'jange Frame,Glazing Bead=Square Bead, Handing=OX, Heavy Duty Lock Rail=Yes ' ' • • • • ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 1 of 8 •1.Jyl.l JtSir I 1 1 Series 120 2 Panel Horizontal Roller 53.125 X 50.625 garage +80/-90 $409.11 $409.11 53.125"x 50.625" M_...,._._.. ...._ _..� Glass Make-Up=5/16"Lami(HS/HS) •, __ Glass Color=Energy Efficient Coatings,Energy Efficient Coatings= Gray LoE 366,Textured Glass=None j Aluminum Finish=Bronze ESP ; Screen Option=No Screen i Hardware Finish=Bronze, Sweep Locks?=No a U-Factor- 1.06,SHGC-0.24,VT-0.3, CR- 14,CPD=CDR-K-13-00003-00004 Frame Type=Flange Frame, Glazing Bead=Square Bead, Handing- OX, Heavy Duty Lock Rail=Yes 1 t Mil �.,... Series 130 Fixed Window 32"X 108" front side door +80/-80 $579.22 $2,316.88 32"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame, Glazing Bead= Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3,CR= 15, CPD=CDR-K-14-00002-00002 z • • 0000 • •• � 0.000• • • • , •0••00 0000•• • • • • • • 0000•• • 0000•• •• •• •• s • • • 0000• • ••• 0000•• 0000• • 0000 • • • • 0000 0000•• • • • 0000•• • •0.0•0 •• • 00•••• • • •• • •• 00.0.0 0000 • • • ed by: Fabian Cordova Date: 1/12/20166:13:03PM Pages: 2 of 8 1Series 130 Fixed Window 36"X 96" ,front bedroom +80/-80 $579.22 1,158.44 rf 36"x 96" J Aluminum Finish=Bronze ESP Frame Type-Flange Frame,Glazing Bead Square Bead Glass Make-Up-7/16"Lami(HS/HS) Glass Color-Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR- 15, CPD=CDR-K-14-00002-00002 1 3 Series 130 Fixed Window66"X 32" ,,,front entrance abov&80/-80 $353.66 ` $1,060.98 66"x 32" Aluminum Finish =Bronze ESP Frame Type=Flange Frame, Glazing Bead=Square Bead Glass Make-Up- 7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings=Gray LoE 366,Textured Glass=None U-Factor- 1, SHGC=0.26, VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 • • 0000 • •• 0000•• 0000•• • • • • • • 0000•• • 0000•• •• •• •• 9••0• • ••• •00.90 • • 0000• • 0.9• •9•••• • • • • • • 0000 •99.0• • c • 009000 • ••0.90 •• • •009.0 0 • 9• 9 •• • • • • 09.000 •••• • • • ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 3 of 8 . : . 1 5 Series 130 Fixed Window 72"X 32" front and rear abov&80/-80 $384.29 $1,921.45 72"x 32" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color= Energy Efficient Coatings,Energy Efficient Coatings= Gray LoE 366,Textured Glass=None "`- U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15,CPD =CDR-K-14-00002-00002 IF Y �( Series 130 Fixed Wmdow36"X 108" living room +80/.80 $652.34 $2,609.36 36"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings-Gray LoE 366, Textured Glass=None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 I ...... . . . . ...... .. .. .. ..... . ... ...... ..... . .... ...... .. . ...... ...... .... . . ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 4 of 8 Li" 1 3 Series 130 Fixed Window 28"X 108" " living room +gO/-SO $506.12 $1,518.36 28"x 108" Aluminum Finish=Bronze ESP Frame Type=Flange Frame, Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings=Gray LoE 366,Textured Glass-None U-Factor= 1, SHGC=0.26,VT=0.3,CR= 15,CPD=CDR-K-14-00002-00002 -1 4 Series 130 Fixed Window 48"X 96" master +76.7/-76.7 $774.17 $3,096.68 48"x 96" Aluminum Finish=Bronze ESP Frame Type=Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings =Gray LoE 366,Textured Glass=None > U-Factor= 1,SHGC=0.26,VT=0.3, CR= 15, CPD= CDR-K-14-00002-00002 i. ...... is ...... .. .. .. ..... . ... ...... ..... . .... ...... .. . ...... ...... .... . . ed by: Fabian Cordova Date: 1/12/20166:13:03PM Papes: 5 of 8 f -1 4 Series 130 Fixed Window 36"X 18" ,kitchen +80/-80 $135.04 . $540.16 36"x 18" Aluminum Finish=Bronze ESP Frame Type= Flange Frame,Glazing Bead=Square Bead Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings, Energy Efficient Coatings=Gray LoE 366,Textured Glass= None _. -Factor= 1, SHGC=0.26,VT=0.3, CR= 15, CPD=CDR-K-14-00002-00002 -' 1 1 Series 130 Fixed Window 84 X 32 living room above +80/-80 $451.13 $451.13 84"x 32" Aluminum Finish-Bronze ESP Frame Type-Flange Frame, Glazing Bead=Square Bead Glass Make-Up-7/16"Lami(HS/HS) Glass Color-Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass= None U-Factor= 1, SHGC=0.26,VT=0.3, CR= 15,CPD=CDR-K-14-00002-00002 - ••••.• . • • . .•.••. •. •. .. ••..• . ... ..••.. ••.•. . .••. • •..... .. • ..•.•. ..•..• •... . . ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 6 of 8 -1 1 Series 150 4-Track Sliding Glass Door-4 Panels 140.0625"X 108" living room +60/-60 $3,488.56 $3,488.56 140.0625"x 108" Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None -- Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No, Roller Type=Stainless Steel Tandem Glazing Bead-Square Bead, Handing-XXXX, Concealed Aluminum Reinforcing-Yes,Sill Riser=Yes, Sill Type=Sill Adapter K U-Factor= 1.02, SHGC=0.23,VT=0.26,CR- 15, CPD=CDR-K-0 16-00003-000 10 -1 Series 150 3-Track SGD-3 Panels 106.0625"X 96" '•master bedroom +80/-80 $1,950.35 $3, 0.70 r 106.0625"x 96" Glass Make-Up=7/16"Lami(HS/HS) Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass-None Aluminum Finish=Bronze ESP Screen Option=No Screen Hardware Finish=Bronze,Exterior Keyed Cylinder Primary Panel=No,Roller Type= Stainless Steel Tandem Glazing Bead=Square Bead, Handing=XXX,Concealed Aluminum Reinforcing=Yes,SRiser=Yes, Sill Type -Sill Adapter ill F U-Factor= 1.02, SHGC=0.23,VT=0.26, CR- 15, CPD=CDR-K-016-00003-00010 • 0000 •• 0000•. • • 0000•. ..0000 • • • • • • 0000•• • 0.0.00 .• 00 •. 00.00 • •0• 0.0••• • • 0000• • 0000 0000.• • • • • • 0000 •0000• 0000•• • 900069 00 • 000.00 • • •• • •• 0 0 • 0000.0 0000 0 • 0 0000 ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 7 of 8 M 1 Series 160 Single Door 31.25"X 96" •cabana +80/-80 $763.97 $763.97 31.25"x 96" Interlayer Type=PVB, Glass Make-Up=7/16"Lami(HS/HS) 3 Glass Color=Energy Efficient Coatings,Energy Efficient Coatings=Gray LoE 366,Textured Glass=None Aluminum Finish=Bronze ESP Hardware Type=Residential,3pt Lock?-Yes,Prep for Levers=Yes, Include Levers?(Shipped Loose) =Yes, Hardware Finish=Brushed Satin,Hinge Finish=Bronze U-Factor= 1.03, SHGC=0.2,VT=0.19, CR= 16, CPD= CDR-K-22-00013-00003 i Door Swing=Outswing, Glazing Bead= Square Bead, Handing=Right Hand, Sill Type=Square Sill Cover , i isckdnwrr CUSTOMER PRI Extended: $25,807.05 I-SX--0, Labor: J —2,490 00�' Freight: $0.00 Tax: $1,806.49 TOTAL: $3 3.54 ...... . . . . ...... .. .. .. ..... . ... ...... ..... . .... ...... .. . ...... ...... .... . . ed by: Fabian Cordova Date: 1/12/2016 6:13:03 PM Pages: 8 of 8 I BUSSES SHALL BE ERECTED AND 1-Aa' IN A STRAIGHT AND PLUMB POSITION. TAI tcnr...... CONTRACT D _ E c O PROpOSA TRUSS COMPANY, INC. Trusses&Building Materials 13980 S .252 Street - Mlaml,Florida 33032. Phone:(305)257-1910 Fax:(305)257-1911 Wv�.decotruss.com DATE: 09/15/2'015 BILL ADDRESS: H. O. N. CONSTRUCTION & DEV. CORP DELIVERY: ALLOW 4-5 WEE:i✓: 16186 S.W, 66-TH TERRACE RHONE 305 3, 5.S�Y3 MIAMI, RL FAX# TERMS : SEE NOTE SHIP ADDRESS- 99:35 N. E. 1_-TH AVENUE MIAMI SHORES, FL 33138 MIAMI-RADE COUNTS PROJECT : SILVEIRA ADDITION - - WE PROPOSE TO MANUFACTURE AND DELIVERFOR- - - --_-_-� _ __--- THEABOVEJOB(S) AS PIER APPROVAL OF OUR SHOP DRAWING: -------------------------------------------------------------------------------- BID/PROPOSAL# 40490 TRUSSES ACCORDING TO: PLANS FOR; ADDITION FOR M/M FABIANO SILVEIRA PLANS BY : J. C. D. ARCHITECT, INC. RCVD SHEETS : A-1 THRU A-1. , P-1, R-5, S-1 THRU S-12, S-GA REVISED 8/31/15 LOADINGS : TCLL 30 LBS, TCDL 15 LBS, BCDL 10 LRS ASCE 7-10, 175 M. P. H. GUST WINDS NOTES : #1 )TRUSSES TO BE MANUFACTURED W/SOUTHERN YELLOW RINE LUMBER. #5)50% DEPOSIT REQ1D = $5, 507. 00 AT THE TIME CONTRACT IS ACCEPTED ALONG WITH A COPY OF THE RECORDED NOTICE OF COMMENCEMENT, REMAINING BALANCE DUE PRIOR TO MANUFACTURING. #13") ROOF TRUSSES TO PE 24" 0. C. #4)CUSTOMER TO VERIFY EXISTING DIMENSIONS. _ _---------- SUM(S) OF 9. 7;%N.. [-) INLESS THIS OUOTAT I ON IS ACI EPI D, ON OR REFI.-,RE SALES TAX _�. I 4Y DAYS. DECO CANNOT GLI PRICES AND/OR AMOUNT DUE 10, 414. r +--SIRED DELIVERY DATE. VTUN ACCEPTANCE, THIS PIR0PO IAL I SUBJECI TO THE STANDARD TERMS; & CONDTTION1 LL TERMS AND CONDITIONS PRTNT17D ON THE REVERSE FIDE HEREOF SHALL BEC;CIME A P( i-i r F THIS CONTOACY.:H1.IL ScF-WL:L: F6fM1) PARTIES UPON PROPER EXE UTI N f:IF THIS tIOCI_Jr'iE!a1 111'F'Fi IVF_r A11t+ t 3`i1':(hL. F� ACCEPTED A ICIl1Ii—; 00 IG fly `1 115 1c V,A: - 0..._____.__;__.;.____._ _.�• LHT I L� .T Iu tJ T 4•i 1-I I l)ril --a.. C:nil^JTEE ) EKY CCIFC'C�RA t.1F'FICTi-1L ••• :• ::0 Blease nate lesms and Conditions of Sale on Reverse Side v WHITE-OPFiCE COPY YEU OW-CUSTOh1F.R COPY • •• •• • • • •• •• ••• • • • ••• • • ! i R & R Handyman & Construction Corp . 3015 NW 57 STREET Miami FL 33142 786-523-2681 305-965-8416 Rene Godoy STATE LICENSED CONTRACTOR RESIDENTIAL & COMMERCIAL PROPOSAL Date Prepared: November 11, 2015 Address: 9935 NE 13 avenue Miami Shores Proposal Submitted GD Art Construction to: Submitted by: Rene Godoy Proposal for: New Roof We Hereby Propose The Following: • 3,465 sq. ft. • Secure necessary permits • Install paper #30 • Install paper polystick #90 • Install metals 3' x 3' • Install plain tiles (monier) • 10 year warrantee We propose to furnish material and labor in accordance with the above specifications for the sum of: .. ... . . . . . .. Totar.Cost: $x8;000:.: At aobeptanc&a $5:ebd •• At permit acceptance: $8,000 At fi rst.inspaction: Sa,000 Fine: J2,000 ••� . .. . .. . . . . ... . . . . ... . . . . . . . . . . . . . .. ... ... . .. .. ... . ... . . The above prices, specifications and conditions are hereby accepted. You are authorized to do work as specified. Payments due and unpaid under the contract shall bear interest from the date payment is due at the highest interest allowed by law. Warrantee does not cover damages due to vandalism, abuse, lighting, hurricane, tornado, hail storm, or other climate phenomena. Date of Acceptance Authorized Signature R and R Handyman and Construction Corp. Signature THANKYOU FOR YOUR BUSINESS. YOU MAY CONTACT US FOR ALL YOUR CONSTRUCTION NEEDS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Estimate�����N�������� ~~~�� - Date Estimate# 9/8/2015 Name Address GD Art Construction Inc. 6770 Indian Creek Dr#4 D Miami Beach,FL 33141 Project 9879 NE 13 Ave Mia.. Description Qty Rate Total Furnish and Install supply,return and ventilation duct work as per 1 7.350.00 7.350.00 plan - Fumish and Install linear diffuser grills as per plan(linear feet) I year warranty on parts and labor 0.00 0.00 ITEMS NOT INCLUDED IN THIS ESTIMATE:PERMIT COST, ROOFING,CUTTING,PATCHING,FIRE CAULKING. MASONRY,ALARM SYSTEM,MAIN CONDENSING DRAIN, KITCHEN HOOD,KITCHEN HOOD FAN,STEEL OR STAINLESS STEEL KITCHEN DUCTWORK,ELECTRIC WIRES.HIGH AND LOW VOLTAGE,TEST AND BALANCE. AND SMOKE TEST. Total $7,350.00 Signature °°° ° ° .0* ° ° ° ° ° ° °° °°° ° °°° Customer Number: r� r 2031 NW 79th Avenue Contact Person: Doral, FL 33122 Bid Number: 5115059 305-592-2915 Bid Description: MECH.A/C-ALMEIDA Please call:305-592-2915 BARRANTES Fax:305-477-2386 Bid Date: 11/27/2015 E-mail: Bid Expiration: 02/27/2016 Bid Prepared By: BID PROPOSAL QTY MODEL NO. DESCRIPTION NET EXTENSION 2 RA1648AJl NA RHEEM 4.OTN 16 SC 410 SS $1,221.00 2 RH1T4821STANJA RHEEM ALUM A/H 3.5-4T R410 $2,442.00 2 RXBH-1724C10J PRO 1OKW HEATR KIT W/PULUO $681.00 $1,362.00 2 FFR21 $59.55 $119.10 MTI FILTER RACK 21" $21.00 $42.00 PRO 2 TP-P-705 VIVE GRAM 5-1-1 1 H/1 C $26.85 $53.70 1 QTRN050F NUTONE TRIM KIT $55.75 1 QTXRNOOOHF NUTONE HOUSING $55.75 $39.25 $39.25 Subtotal: $4,113.80 Tax: $0.00 Other: $0.00 TOTAL: $4,113.80 Special Instructions Acceptance of Proposal The above prices and conditions are satisfactory and are hereby accepted. Authorized Signature: Date of Acceptance: Conditions:will supply the products shown at the price and quantities shown for the above stated job only.does not guarantee quantities or descriptions to agree with plans and specifications.Exact specifications should be verified with manufacturers specification sheet prior to purchase.All ratings are nominal. This quote is subject to availability and credit approval. Contact your Sales Representative for availability.Neither taxes nor delivery charges,if applicable,are included , in this quotation. Quotation is good up to expiration date specified,unless otherwise authorized in writing by a Representative_Purchase order required to confirm order. • •• • • • • ••• • • ••• • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Proposal No. KINGW/RE ELECTRIC INC. 1609 BARCELONA WAY,WESTON,FL 33327 TEL:766-2914WS guionelsom9gmld.Com QI Customer MIsC Name FELIPE LARA/GOART CONSTRUCTION Date OCT/2112015 9935 NE 13 rd AVE ---- Order No. PER. City MIAMI SHORES State Fl_ ZIP 33138 Rep Plane FOB Qtv Description Unit Priv TOTAL JOB SITE:9935 NE 13rd AVE MIAMI SHORES FL 33138 ( X PROVIDE AND INSTALL WIRING TO FIXTURE LIGHTS CEILING AND WALLS AS PER PLANS, PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL 40 SWITCHES AS PER PLANS. PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL RECEPTACLES 15 A.120 V.AS PER PLANS. 0 22 PROVIDE AND INSTALL WIRING AND BOXES TO INSTALL GFI RECEPTACLES AS PER PLANS S 6 PROVIDE AND INSTALL SMOKE DETECTORS 120 V.BATTERY BACKUP INTERCONECTED AS PER PLANS. �n 1 INSTALL WIRING AND ACCESSORIES FOR AH7 AS PER PLANS (/ 1 INSTALL WIRING AND ACCESSORIES FOR AH2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR CUI AS PER PLANS INSTALL WIRING AND ACCESSORIES FOR CU2 AS PER PLANS 1 INSTALL WIRING AND ACCESSORIES FOR W/H AS PER PLANS 1 DEDICATED CIRCUIT FOR OVEN 1 DEDICATED CIRCUIT FOR COOKTOP 1 DEDICATED CIRCUIT FOR DP 1DEDICATED CIRCUIT FOR DW 1 DEDICATED CIRCUIT FOR REFRIG. i 1 DEDICATED CIRCUIT FOR DRYER 1 DEDICATED CIRCUIT FOR WASHER 7 ACFI CIRCUIT BREAKERS 1 INSTALL NEW ELECTRICAL PANEL,ELECTRICAL METER AND FEEDER FROM METERT CAN TO PANEL BREAKER. (NOT INCLUDE FPL UNDERGROUNG SERVICE WILL BE QUOTED ONCE KNOWN FPL SERVICE POINT) SUBTOTAL IS PRICE NOT INCLUDE SUPPLY OF FIXTURE LIGHTS,NO FANS,NO SPECIAL DIMMERS,NOT INCLUDE LED BULBS S ?S,SOO.OD NOTE: ALL DEVICES PROPOSED WILL BE DECORA TYPE,TAMPER RESISTANT,WHITE OR IVORY,NOT SPECIAL COLORS,NOT DIMERS INCLUDED ALL THE WIRING WILL BE ROMEX TYPE ELECTRICAL METAL BOX TYPE GANG BOX,WELDED,METALIC. ALL MATERILA TYPE UL LISTED. I NOTE: NOT INCLUDE PERMMITTING.NOT ENGINEERING PLANS NOT INCLUDE CITY FEES. NOT INCLUDE GC WORK AS PAINTING,PATCHING,WALL OR CEILLING REPAIRINGS ETC.__. NOT INCLUDE ANY OTHER UPGRADE. NOT INCLUDE SUPPLY OF FIXTURE LIGHTS. NOT DIMMER SWITCHES OR SPECIAL DEVICES,INCLUDE SWITCHES AND RECEPTACLES TYPE WHITE NOT INCLUDE REPLACEMENT OF PANEL BREAKER.NOT ANY UPGRADE OF SERVICE SUMMARY OF LABOR AND MATERIAL SubTotal Shipping Payment Other UPON SUBMITAL Tax Rate(s) DOWN P.50%.BALANCE UPON 7 Comments ADVANCE. TOTAL USD 5 A0 (. Name cc$ i t Expires 15 DAYS VALID. �j t .,�„�w,,�,.....,,. • ,�.,,,..�`y._y,,.... sae._ •• 000 •• • • • •• Insert Farewell Staternent Here • ••• • ••• ••• • •• • • • • • • • • • •• • •• • • • • 00 000 0 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• 0 • A.S.P. ALARM AND ELECTRIC SUPPLIES 7535 NEST 20 AVE. HIALEAH,FL 33011 TEL(305)556-9047 FAX(305)556-7650 QUOTE LUCIANO GEREZ No. : 065420 GD ART CONSTRUCTION Customer No. : 660 6770 INDIAN CREEK 4D Salesperson: PICHON MIAMI BEACH, FL 33141 Date: 14-Jan-16 305-439-8788 Time: 09:46 AM ALL RETURNS WITHIN .? DAYS 25°% RESTOCKING FEE NO RETURNS ON ANY SPECIAL ORDERS /NO RETURNS ON ANY WIRE . ------------------------------------------------------------------------------- Product Code Description Qty Unit Price Extended ------------------------------------------------------------------------------- R012/2 ROMEX 12/2 5500.00 0.25 1375.00 835243001145 4SBMKO 4 SQUARE BOX 11/2 190.00 0.85 161.50 DEEP 1/2-3/4 KO TM870W SWITCH DECORA WHITE 15A 40.00 2.05 82.00 SERE02ASTRW 15A 125V DUPLEX RECEPTICO 39.00 1.99 77.61 DECORA TAMPER WHITE 029054513014 9120B 6.00 13.95 83.70 SMOKE DETECTOR AC/DC GFI20TRWH GFI 20A 125V TR WHITE 22.00 14.50 319.00 783164652819 THQL1120AF2 7.00 39.99 279.93 20A SP 120V AFCI COMBO CB 6BLACKSTR WIRE 6 BLACK STR 500.00 0.35 175.00 1OBLACKSTR WIRE 10 BLACK STR 500.00 0.16 80.00 EMT1 EMT1 PIPE 150.00 0.75 112.50 783164112429 TLM4222CCU 1.00 159.99 159.99 225A 42CKT 1PH INDOOR LC UAT437XGF METER CAN 200A 1PH 1.00 51.95 51.95 783164277616 THQMV20ONRE 1.00 168.95 168.95 200A 1PH MB ENCLOUSER 20783164012860 THQL1120 15.00 4.25 63.75 20A 1POLE PLUG IN BRK 20783164012945 THQL2150 4.00 9.95 39.80 50A 2POLE PLUG IN BRK 835243000193 43050 75.00 0.69 51.75 1/2 CEILING RING 835243000049 41050 120.00 0.51 61.20 .. . 1/2 GANG RING 83524300�0-• - ; 1G6 20.00 0.81 16.20 ' '• :/:?.02GAU RING 1200* "' �" •ROMEX•LONN PVC 1/2 900.00 0.12 108.00 PVC11/2 PVC PIPE11/2 SHD40 50.00 0.53 26.50 784.29-41,10519 • ..301 ..gTArLES FOR ROMEX 1.00 1.45 1.45 : :#14-%?2;2: WNIND589 :WIRE: IJUT gED 50OPCS 4.00 24.50 98.00 3MSTR" "' 'WIRE 'S/0•STR 150.00 1.99 298.50 NOTE THIS PRICES INCLUDED -1 ° 0 0 0.00 . . . •.. • I0scannec1 by Cam§c0anner . .. .. . . . .. .. A.S.P. ALARM AND ELECTRIC SUPPLIES 7535 WEST 20 AVE. HIALEAH,FL 33014 TEL(305)556-9047 FAX(305)556-7650 Page: 2 ------------------------------------------------------------------------------- SUBTOTAL 3892.28 SALES TAX 272.46 TOTAL 4164.74 i Authorization Signature: X ! WE APPRECIATE YOUR BUSINESS HAVE A NICE DAY •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • Scanned by CarnScanner . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PM ;. St-re Dade County#277 More doing: Use Current Location or Commercial Electric Model#HBR200oR/201WH Internet#202025125 4 in. White Non-IC Remodel Recessed Lighting Kit (10) Write a Review Questions&Answers(2) $19 97 = /each - PRODUCT NOT SOLD IN STORES 4 i1 Open Expanded View PRODUCT OVERVIEW Model#HBR2000R/201WH Internet#202025125 The Commercial Electric 4 in. Recessed Lighting Kit includes one 4 in. Non-IC airtight housing and one 4 in.white baffle trim to minimize glare.This kit can be used with suspended ceilings and is compatible with a standard wall dimmer. • Designed for use in Non-IC remodel construction • For use with suspended ceilings • Includes one 4 in.Non-IC airtight housing and one 4 in.white baffle trim • Minimizes glare in general,accent and task lighting • Compatible with a standard wall dimmer • Thermally protected • UL listed for damp locations • Includes installation instructions and a template .• ... . . . . . .. • Compatible with Standard Wall Dimmer •• . •. . • . . ... . • For Suspended Ceilings •• • • • • • • • Easy installation instructions and template enclosed • Home Depot Protection Plan: .• . • . . . . . . . .• . •• • • . • ••• . . . . . . . http://www.homedepot.com/p/Commercial-Electric-4-in�lVhite-Nar�ZC-Rimo&I-Re= ssed-Lighting-Kit-HBR2000R-201WH/202025125 Page 1 of 2 • •• •• • • • •• •• ••• • • 0 000 • • Commercial Electric 4 in.White Non-IC Remodel Recessed Lighting Kit-HBR2000R/201WH-The Home Depot 1/18/16 5:51 PA Protect your investment! Add a Protection Plan to your purchase. SPECIFICATIONS DIMENSIONS Aperture width(in.) 3.531 Product Height(in.) 5.5 Housing depth(in.) 5.768 Product Width(in.) 4.875 Product Depth(in.) 11.75 Size 4 in. DETAILS Adjustable Lamp Head No Maximum Bulb Wattage 50.0 W Bulb Type Included Incandescent,No Bulbs Included New Construction or Remodel Remodel Collection Name N/A Number of Housings Included 1 Fixture Finish White Product Weight(lb.) 1.87 ib Fixture finish family White Recommended bulb type PAR 20 Fixture\track material Steel,Cast Aluminum,Plastic Reflector finish family White Light Bulb Base Code Medium Returnable 90-Day Light Source Incandescent WARRANTY/CERTIFICATIONS Certifications and Listings 1-UL Listed Manufacturer Warranty N/A ENERGY STAR Certified No MORE PRODUCTS WITH THESE FEATURES Size:4 in. Light Source:Incandescent Reflector finish family:White New Construction or Remodel: Remodel Brand:Commercial Electrics• ••• • • • • • •• Housing depth�tq.�9;- ; ; ; Price:$10-$20 • . •• • • • • :0: •• . •• ••• •• • • • •• • ••• . ..• ... . .• • . . . . . . . . .. . .. . • . • http://www.homedepot.com/p/Commercial-Electric-4=*kh e-No*,-I;[ mo0el-illcess$d-Lighting-Kit-HBR2000R-201WH/202025125 • • • • • • • • • • Page 2 of 2 • •• •• • • • •• •• ••• • • • ••• • • Del Rio&Son Plumbing Corp. State Licensed Plumbing Contractor State Licensed Gas Contractor Phone: 786.295.0098 Fax: 786.362.5426 8990 SW 24 Street#213 Miami fl 33165 PROPOSAL To: GD ART CONSTRUTION 6770 Indian Creek Dr Suite 4D Miami Beach Job:9935 NE 13 AV Miami Shores,FL,33138 Date: 2/1/16 Attn: Edmundo Work according condition Include: Sanitary distribution (PVC)water distribution (CPVC)for: -4 Toilets -4 Lavatories -3 Showers -2 Sink " ' •o .. ... .. . . . .. -1 DW,1 Water service 19'from building (pvc) . . -Sewer line to septic tank e. : • No Include: -Permit. -Fire materials. -Patch floor, ceiling,wall, roof. -Any filter. -Fixtures -Cut floor. -Any concrete -A/C Drain -Back flow prevents -Sand/labor if it necessary -The total price include labor and material $ 14.400 Note: -Deposit $4000.00 -if you want A/C drain please ADD $350.00 -We are not responsible for any damage: FPL,wire, pipe,gas, under slab, above slab .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AM X t _ Yc,,,,s:,,ra Dade County#277 More doing: Use Current Location or Glacier Bay Model#N241oEB/N241oT Internet#205843940 Store SKU#1001251582 2-piece 1.0 GPF Single Flush Elongated Toilet in White (?) Write a Review Questions&Answers(3) Was $qq8.00 $1 08.00 leach • Uses only 1.OGPF while delivering superior flush performance • Available exclusively at The Home Depot • QuickGonnect Easy Installation System Open Expanded View FREQUENTLY BOUGHT TOGETHER � . /• � � Price for all three:$118.66 �ff a ��F l This item:2-piece 1.0 GPF Single Flush Elongated Toilet in White$118-8Q$108.00 $6.68 .. ... . . • • 0$3.98 PRODUCT OVERVIEW Model#N24ioEB/N24ioT Internet#205843940 Store SKU#1001251582 • ••• ••• • The Glacier Bay 2-piece Ultra High Efficiency Eloggted 7bilet in Whitels manufabtuseafrom durable vitreous china,which is resistant to stains,acid and abrasion for long lasting beauty_This 2-piecetoitet times wgfl an d4ngated OhA;;ight bowl for maximum comfort and has a white porcelain finish http://www.homedepot.com/p/Glacier-Bay-2-piece-l-0--,f',PE-Single-fi...rVy-'QMBlBath4C&gclid=CL6hn-SHtsoCFYMbHwodjwcCKw&gclsrc=aw.ds Page 1 of 2 ••• • • • ••• • Glacier Bay 2-piece 1.0 GPF Single Flush Elongated Toilet in White-N2410EB/N2410T-The Home Depot 1/19/16 9:14 AN that blends with a wide range of bath or powder room decor styles. High-performance with plenty of flush power,this toilet is easy to install and includes a toilet seat,wax ring and floor mounting bolt seat. Limited lifetime warranty. • 16.5 in.chair height meets ADA standards • Features the quick conned easy installation system • High performance bowl design for superior flush performance • All in one packaging includes the toilet seat,wax ring and floor mounting bolt set SPECIFICATIONS DIMENSIONS Bowl Height without Seat(in.) 16.5 Product Height(in.) 31.87 Flush Valve Size(in.) 3 Product Width(in.) 17.05 Product Depth(in.) 28.94 DETAILS Bowl Height Comfort Height Map Performance Rating 800 Bowl Shape Elongated Material Vitreous China Color Family White Mount Location Floor Mount Color/Finish White Product Weight(lb.) 79.2 lb Commercial/Residential Residential Returnable 90-Day Flushing Mechanism Gravity Flush Rough In Size 12 Flushing Technology Flapper/Piston Toilet Features Complete Kit Flushing Type Single Flush Toilet Included Components Handle,Hardware,Seat Gallons Per Flush 1.000 Trip Lever Location Left Side WARRANTY/CERTIFICATIONS Certifications and Listings IAPMO Certified Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Bowl Shape:Elongated Bowl Height-QQrrtforf Height• • •• Color Family:White Brand:Glacier Ba • • y • Price: $100-$150 Material:Vitreous•ONina•• • ReCrieVRating:2&Up • ••• • ••• ••• • • • • • • • ••• • • • • • •• • • • •• • •• • • • • http://www.homedepot.com/p/Glacier-Bay-2-piece-1:O-(;F-Si;l�-E..erooy-IV9B-Bath%7C&gclid=CL6hn-SHtsoCFYMbHwodjwcCKw&gclsrc=aw.ds Page 2 of 2 • • • • • • • •• •- • • ••• • • • • • •• •• •• • ••• • • Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1/19/16 9:19 AN e e 5.. Dade County#277 More doing: Use Current Location or Polaris Sinks Model#P28122V-W Internet#206342656 Porcelain Vessel Sink in White Write the First Review Questions&Answers(2) i $78■00/each PRODUCT NOT SOLD IN STORES Open Expanded View PRODUCT OVERVIEW Model#P28122V-W Internet#2o6342656 The P28122VW porcelain vessel sink offers a unique,modern look for any bathroom.It is made from true vitreous China,which is triple glazed and triple fired to ensure your sink is durable and strong. Because this sink is a vessel,no mounting hardware is needed.The overall dimensions for the P28122VW are 18 in.x 18 in.x 7-3/4 in.and an 18 in.minimum cabinet size is required.Vessel sinks require a special spring-loaded pop-up drain, which we offer in a variety of finishes to fit your decor.As always,our porcelain sinks are covered under a limited lifetime warranty for as long as you own the sink. • 18 in.minimum cabinet size • True vitreous china • Limited lifetime warranty • No hardware needed • Center drain • Vessel installation •• ••• • • • • • •• 0 ••i '•i '•' i i •• SPECIFICATIONS •• DIMENSIONS •'. ':' �,� ••' '�' Basin Depth(in.) 5.75Inn �' " i•• • • • er bowl front to bade length(in.) 16 http:/Iwww.homedepot.com/p/Polaris-Sinks-Porcelain-Vettel-5•nk-in•...iixRires*To•pts%7t&gclid=CO60wualtsoCFU4WHwodD3AKYQ&gclsrc=aw.ds Page 1 of 2 • • • • • • • • • • Polaris Sinks Porcelain Vessel Sink in White-P28122V-W-The Home Depot 1J19/169:19Ah Basin Length(in.) 18 Inner bowl side to side width(in.) 16 Basin Width(in.) 18 DETAILS Color Family White Product Weight(lb.) 14.95 lb Color/Finish White Returnable 90-Day Drain Included No Shape Round Material Porcelain WARRANTY/CERTIFICATIONS Manufacturer Warranty Limited Lifetime MORE PRODUCTS WITH THESE FEATURES Basin Width(in.): 15-20 Basin Length(in.): 15-20 Basin Depth(in.):5-11 Price:$50-$100 Brand:Polaris Sinks Color Family:White Material: Porcelain .. ... . . . . . .. .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. . . . . ... . . . . ... . . http://www.homedepot.com/p/Polaris-Sinks-P•orcelin-V(:sA,4,k--.*i-..Zi.turv:s&Toilets%7C&gclid=CO60wualtsoCFU4WHwodD3AKYQ&gclsrc=aw.ds Page 2 of 2 • .. .. • • • .. .. Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-B6101-The Home Depot 1J19/16 9:20 AN '- Dade County#277 More doing: Use Current Location or Glacier Bay Model#70,32E-B6101 Internet#202043756 StoreSKU#217251 Constructor 4 in. Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome (273) Write a Review Questions&Answers(16) $24.86 /each Get up to$25 in Rebates / • Available exclusively at The Home Depot • WaterSense certified to help reduce water use • Contains washerless cartridges to prevent dripping .. :.�- IN STOCK AT YOUR;SELECTED STORE t Dade County#277 Text Product Location i� Open Expanded View FREQUENTLY BOUGHT TOGETHER Price for all three:$78.86 e This item:Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome$24.86 $24.00 •• ••. • • • • • •• .. ... .. . . . .. PRODUCT OVERVIEW Model:703 2E-B6101• Ing�rnet �p2043756 Store SKU#217251 Store SO SKU#217251 The Glacier Bay Constructor 4 in.2-Handle L0#A*.Arc�Ptt1ropiil FauUt in(;hr•me ties a nostalgic look and will complement a wide variety of bathroom decor.WaterSense certified with a 1.5 gal.pdr minute water 4ow rate to help reduce water use and washerless cartridges to help prevent dripping,this ••• • • • • 0:0 •• • • http://www.homedepot_com/p/Glacier-Bay-Constructer-4:inice' t4sel-2-;an(le4o;-Arc-Bathroom-Faucet-in-Chrome-7032E-B6101/202043756 Page 1 of 3 • •• •• • • • •• •• ••• • • • ••• • • Glacier Bay Constructor 4 in.Centerset 2-Handle Low-Arc Bathroom Faucet in Chrome-7032E-86101-The Home Depot 1/19/16 9:20 Ah faucet meets and exceeds the highest standards of efficiency.The 2-handle design, low-arc spout and deck-plate mount make this faucet easy to use and easy to install. Pair with other pieces from the Constructor Collection for a Complete and polished look. Limited Lifetime Warranty. • 2-handle design for easy use • Low-arc spout has a height of 1-19/32 in. • Spout has a reach of 4 in. • Chrome finish is easy to clean • 1.5 gal.per minute water flow rate helps conserve water • ADA compliant • Deck-plate mount for easy installation • 3 installation holes required • Pop up assembly included SPECIFICATIONS DIMENSIONS Assembled Depth(in.) 8.79 in Connection size(in.) 1/2 In Assembled Height(in.) 3.22 in Spout height(in.) 1.6 Assembled Width(in.) 5.74 in DETAILS Bath Faucet Type 4"Centerset Installation Type 4"Centerset Color Family Chrome Number of Faucet Handles Double Handle Color/Finish Chrome Number of Faucet Holes Required 3 Faucet type Bath Faucet On-center measurement 4 in.center set Features No Additional Features Returnable 90-Day Flow rate(gallons per minute) 1.5 Spout Reach(in.) 4.1 Handle type Lever Spout Type Low Arc Included Components Drain,Handles Touchless/Touch On Neither WARRANTY/CERTIFICATIONS Certifications and Listings ADA Compliant Manufacturer Warranty Limited lifetime warranty •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MORE PRODUCTS WITH THESE FEAT0:0ES••• 000 • . • • • • • • • • • Brand: Glacier Bay Color Farrill :CAnome ;''priced S20 $50 Number of Faucet Handles:Double Handle http://www.homedepot.com/p/Glacier-Bay-Construct-4 qn-Cel=te4;14-2-4.ndt-Lo.:Arc-Bathroom-Faucet-in-Chrome-7032E-86101/202043756 Page 2 of 3 ••• • • 0 ••• - MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AN S Dade County#277 More doing: Use Current Location or MOEN Model#82968SRN Internet#2027o7681 Store SKU#577972 Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel (23) Write a Review Questions 8 Answers(17) $154.00 ;tri /each • FREE return shipping " • WaterSense-certified • 2-hole installation IN STOCK AT YOUR SELECTED STORE Dade County#277 in gi-f,c r i TextProductLocation _ 1 - f k Open Expanded View - FREQUENTLY BOUGHT TOGETHER Price for all three:$439.77 This item:Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel$154.00 $89.00 .. ... . . . . . .. • • • • $196.77 . .. . . . . ... . .. ... .. . . . .. PRODUCT OVERVIEW Model#82968SRN Internet#202707681 Store SKU#577972 . •.• • •.• •.• . The MOEN Ashville 1-Handle Shower Faue&features a ty8sh43 nigkej ffnis4 dfsigned to resist water spots and fingerprints to give it a polished look that is easy to clean.This faucet has a Pm-temp pressuse~baiencing varve%Relp maintain water flow and control the water temperature to give you a I . . . . ... . . http://www.homedepot.com/p/MOEN-Ashville-1:Har•I'e-SZwir�Faucit-in-Spot-'Resist-Brushed-Nickel-82968SRN/202707681 Page 1 of 3 • • • • • • • • • • • •• •• • • • •• •. ••• • • • ••• • • MOEN Ashville 1-Handle Shower Faucet in Spot Resist Brushed Nickel-82968SRN-The Home Depot 1/19/16 9:20 AP comfortable and safe bathing experience.The single-control leve+handle meets ADA requirements and makes for effortless use.To finish up the look, the showerhead comes with an arm and flange. I ;'i • Advanced self-pressurizing Immersion rainshower technology channels water through the showerhead with more spray power for a thorough rinse • Posi-Temp pressure-balancing valve maintains water pressure and temperature • Large 8.5 in.diameter rainshower showerhead helps provide a comfortable showering experience • Shower arm and flange are included for a coordinating look • Lever handle is ADA compliant for ease of operation • Pressure balance/scald guard • Fixed-mount showerhead installation is required • Self-cleaning nozzles • Due to WaterSense regulations in the state of New York,please confirm your shipping zip code is not restricted from use of items that do not meet WaterSense qualifications • Spot Resist brushed nickel finish makes cleanup easy by resisting fingerprints and water spots MOEN SPOT RESIST SPECIFICATIONS DIMENSIONS Connection size(in.) 1/2 In. Product Width(in.) 7 Product Depth(in.) 7 Showerhead face diameter(in.) 8.5 Product Height(in.) 7 •• ••• • • • • • •• DETAILS . .. . . . . ... . .. ... .. . . . .. Bath Faucet Type Shower Stall Included Components Handles,Required rough-in valve Built-in Water Filter Np'• ';' ; '�' "; •%mber of Faucet Handles Single Handle •• • • • • • • • • Color Family N"dl ;• ;•• • ••• •Amber of Spray Settings 1 ••• • • • • ••• • • http://www.homedepot.com/p/MOEN-Ashville-1-'Handle-S4w%r.Cauc4t-in.*Spot4esist-Brushed-Nickel-82968SRN/202707681 Page 2 of 3 • :0 *.: • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 0 • GDT GROUP 323 NE 211 TERRACE MIAMI, FL 3379 PH : 786-3950107/954-3769038 ESTIMATE Client: GD Art Construction/Construction Developer Group Job Address: 9935 NE 13"'Avenue Description: General renovations Date: 9/1/15 • FRAMING, DRYWALL AND FINISH • Install all framing according to approved plans o Build framing for walls and ceilings metal studs 35/8", tracks 1 5/8" 25 gauges o Metal studs 35/8" 70 units ($2.6/unit) $182.00 o Tracks 1 5/8" 30 units ($1.8/unit) $54.00 o Furry 150 units $200.00 o Insulation material $400.00 o Screws $ 42.00 o Metal partition labor $3,000.00 • Install new drywall in walls and ceilings (green and durock for bathrooms as per code) 0 2.1- White drywall '/2" Qty 180 ($7.84/sheet) $1,411.20 0 2.2- Green 1/2" Qty 25 ($11.04/sheet) $276.00 0 2.3- Durock Qty 21 ($22.72/piece) $477.12 0 2.4- Drywall screws 2 boxes $ 84.00 0 2.5- Durock screws 10Ibs $70.00 • Finish, plaster all ceilings and walls level 3 0 3.1- Plaster compound tanks Qty20 ($13.70/5gal) $274.00 0 3.2- Dur4borv-%5:Qty.U : ($8,60/bag) $215.00 0 3.3- MetAl.corner:151A a bsker9100 units ($45.00) $90.00 0 3.4- Sandpaper*#"*"* FA&M;&M; ($15.00/box) $45.00 0 3.5- Sand paper#120 3 boxes ($15/box) $45.00 • Stucco whole h01 sd:dxteriot*h1ls •'. o 4.1- Sand 4.�ds (,$40%td) 26O..00t ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . o 4.2- Stucco mix unsanded 25 bags ($7.5/bag) $187.50 o 4.3- Bonding 10 gal ($50/5gal) $500.00 o 4.4- Fiber 4 bags ($7/bag) $28.00 o 4.5- Plastic corner 40units ($5/each) $200.00 Drywall, Plastering Labor $5,500 Total: $13,440.82 Permits: Cost of plans, permit fees or processing costs are not included; Fees or deposits required by the City of Miami Shores not included. Edmundo Gerez Hernan Tortul .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 6504 NW 77th Court 105 NW 13 Avenue Master Order Miami,Florida,33166 Pomapno Beath,FI 33069 P;305-556-6251 P:954'1666-44 INCF:305-556-6256 F:954-312-3041 Order Number: 0077167 A C I S U P P LY. NI r Order Date: 118/2016 Salesperson: 0005 Page 1 of 2 Sold To: Ship To: GD Art Construction GD Art Construction 6770 Indian Creek Dr. Export 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P10 Shimina Date Payment Terms Ship VIA ShiDer term 0000649 12/31/5999 Credit Card on File ouANTFTY Billing Item Number / Description Ordered U/M Shipped a0 pie per unit Price U/M Amount 20-25S15/8X100 1 Stud 1 5/8"x 10'25 Gauge 10 PC 0 0 1.850 0.00 MLF 18.50 20-25TR15/8X10 2 Track 15/8"x 10'25 Gauge 10 PC 0 0 1.800 0.00 MLF 18.00 20-25S35/8X100 3 Stud 3 5/8"x 10' 25 Gauge 20 PC 0 0 2.600 0.00 MLF 52.00 20-25TR35/8X10 4 Track 3 5/8"x 10'25 Gauge 20 PC 0 0 2.550 0.00 MLF 51.00 10-RG04X08X1/2L 5 Wallboard 4'x08'x1/2"Liftlite 100 PC o 0 7.840 0.00 MSF 784.00 10-MD04X08Xl/2 6 Wallboard 4'x08'xl/2"Mold Defense 50 PC 0 0 11.040 0.00 MSF 552.00 10-CB04X08X1/2 7 Cement Board 04'x08'xl/2" 10 PC 0 0 22.720 0.00 MSF 227.20 90-FRJBAG45M 8 Rapid Joint 45 2 BAG 0 0 8.600 0.00 BAG 17.20 90-DFJCPAI617 Continued •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6504 NW 77th Court 105 13 Avenue Miami, Florida,33166 Pomagnp`B_epph,FI 33069 Master Order P;305-556-6251 A:954-606-0344 F:305-556-6256 F:954=312-3041 Order Number: 0077167 AC 1SUPP!Y, INC r Order Date: 1/8/2016 Salesperson: 0005 Page 2 of 2 Sold To: Ship To: GD Art Construction GD Art Construction 6770 Indian Creek Dr. Export 4D Miami,FL United States of America Miami,FL 33143 United States of America Fax:786-275-6263 Customer ID Customer P/O Shippinq Date Payment Terms Ship VIA ShlDer term 0000649 12131/5999 Credit Card on File QUANTITY Billing Item Number / Description Ordered U/M Shipped BO Price per Unft Price U/M Amount 9 USG Sheetrock Joint Compound 6T-7—LB-5 2PAIL o 0 13.700 0.00 PAIL Gallon-Green Lid 27.40 90-ATFT217250 10 Fiberglass Tape 2"x 300' 1 ROLL 0 0 3.750 0.00 ROLL 61-0818125HL 3.75 11 Screw 8x1-1/4 Box 5000#8125HL/CB114 1 BOX 0 0 99.000 0.00 BOX 99.00 61-061180268 12 Screw 6 x 1-1/8 Box 10000#268/FS118 1 Box 0 0 42.000 0.00 Box 42,00 21-0114090080 13 Comer Beads 1-1/4"x 08' 63 PC 0 0 0.900 0.00 MLF 56.70 GOODS RECEIVED IN SATISFACTORY CONDITION PURSUANT TO TERMS CONTAINED HEREIN. CONDITION OF SALE(1)A MONTHLY CHARGE OF 1.556(18%PER YEAR)WALL BE APPLIED TO ALL INVOICES OVER 30 DAYS OLD.CHARGE ACCOUNTS BILLS DUE ABD PAYABLE IN 7 DAYS.(2)THE PURCHASER AFREES TO PAY ALL COSTS OF COLLECTION INCLUDING A REASONABLE ATTORNEYS FEES IN THE EVENT THIS INVOICE IS PLACED WITH AN ATTORNEY WHEATHER A SUIT IS BROUGHT OR NOT. Net Order: 1,948.75 (3)WE WILL NOT ALLOW CLAIMS OF ANY NATURE UNLESS REPORTED UPON RECEIPT OF MERCHANDISE, DELIVERY:DELINERYMUST BE CHARGED,NO EXCEPTION,AND Act SUPPLY SHALL NOT BE LIABLE FOR DAMAGES CAUSSED BY DELAY IN Less Discount 0.00 DELIVERY. RETURNS s EXCHANGES:WILL BE ACEPTED NO LATER THAN 15 DAYS AFTER INVOICE DATE PRIOR TO RETURNING ANY MATERIALS,BUYER Freight 0.00 SHOULD REQUEST CONCENT FROM THE MAIN OFFICE AUTHORIZIMOTHE RWU11N,IIHE BLV/ER V"LLABE RMPONSIBLE FOR THE COST OF Sales Tax: 136.42 RESTOKING(15%)PLUS COST OF TRANSPORTATION.MATERLd RETURNS �T�4L1}SW€D F�R t�.s�ORDER ITEMS PRICE POLICY:PRICES ARE SUBJECT TO CHANGE WITHOUT PR VaE* U8 N(YICE,• • • • ••• • Order Total:US$ 2,085.17 •• ••• •• • • • •• Weiqht: 8,551.74 LBS Total Units Shipped: 0.00 PCS • ••• • ••• •• • *WWW. st 1y.com .. . . . : . . • : . .. . .. . . . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'w:auon or Clopay Model#GR1LP S-1 SOL I Gallery Collectio[ri �g ft.nternet#204$98491 . X 7 ft. 6.5 R-V�e Ins (3) Write a Review .Questions&Answers(4) dated Solid White Garage Door 0211 00/each -- --- - - -- PRODUCT NOT SOLD IN S T O, ES Open Expanded View 'RODUCT OVERVIEW Model#GR1LP SW SOL Internet#20 Id strength, security 4598491 rty and style to your home with a Clopay Garage Door.The Mayer steel tergy efficiency and quiet operation. Decorative er The price includes the door and panel edging and natural embossed wood construction features components only. Installation is NOT included. polystyrene insulation for added grain texture improve appearance close-up and from the Click here to design your Custom Clopay BA :Vers a 3-layer construction(steel-insulation-steel)Door and schedule an ittst rntage style with updated appeal Leavy-duty exterior steel ensures durability and security Z-Set torsion springs are included raditional overhead door is compatible with automatic garage door openers :ttom weather seal in rust-proof aluminum retainer helps seal floors and is easily replaced ECIFICATIONS MENSIONS tge Door Size 16'x7' •• ••• • • • • • •• • • •+i pr(Sluct Height(in.) 84 •• ••• •• • • • •• www-homedepot.com/p/Clopay_Galle ry-Collection-16-h-x_7_ ft-•---R-Value-Insulated-Solid-White-Garage-Door-GR ILP-SW-SOL/204598491 Pa • ••• • • • • 0:0 •• •0i 000 SOL/204598491 Page 1 of 2 • • • •• • • •• •• • • • •• • • • 0. 0 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 9 0 Product Depth(in.) 192 PProduct Width(in.) 1.38 DETAILS Color Family White Garage Features Insulated Door Configuration Double Door Insulation R-Value 6.5 Garage Door Collection Gallery Material Steel Garage Door Color White Returnable 90-Day Garage Door Style Carriage We WARRANTY/CERTIFICATIONS Paint System-Lifetime,Windows-10 Manufacturer Warranty yrs.,Sections/Delamination-5 yrs., Hardware/Springs-3 yrs. MORE PRODUCTS WITH THESE FEATURES Garage Door Size:16'x7' Door Configuration:Double Door Color Family:White Garage Door Style:Carriage Style Garage Features:Insulated Insulation R-Value:6.5 Price:$1000-$2000 •• ••• • • • • • •• • •• • • • • • • • •••• •• •• • • •• ••• • •• • •.• a •.• ••: ••• • • • • • • • •• • • • • • • • •• • •• • • • • go http://wwW: orriedep6t.com/p/Clopay-Gallery-Collect$cR*1 tft-x0.7-Zt-:.-R-Valid-Insulated-Solid-White-Garage-Door-GR1LP-SW-SOL/204598491 Page 2 of 2 000 0 0 0 ••• • • INTERMARBLE, INC. PORCELAIN - MARBLE - TRAVERTINE - MOSAICS M.anii Janriary 1 ')01(; To Mr Fabian Sriverro Re. Ciuote for materials '9'3 SF Porcelain White Bone Polishers in ?4X24 at S1 5�1 per SF 1014 SF Porcelain Light Beige Mate in 12x4 at S?_ 10 per SF '> SI- r'orcela!n blosares in ?_X? 12X12 sheets White or Be!ge at S4 00 Per Sl- Any other-cquestucns please (.ail us or send an email gest regards I ucy Darnna Interrmarble.mc. • •• x890 N W. 29 St Suite C. Doral Fl-33122 . .. . . . . ... . • Phone- 305-593-9100 Fax: 305--593-8282 .. ... .. . . . .. [=mail. intermarhle@wbirch.net . ... . ... ... . .. . . . . . . . . . .. . .. . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . - ' r d _ _ _ - x z Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005 -The Home Depot 1/18/16 5:51 PM .e Dade County#277 More doing: Use Current Location or Seal-Krete Model#922005 Internet#203002955 Epoxy Seal Slate Gray 922 5 gal. Concrete and Garage Floor Paint (34) Write a Review Questions&Answers(35) $127.00/each • Durable,satin concrete paint that resists scuffing and peeling. • For interior or exterior concrete surfaces. i • Resists stains,household chemicals and hot tire pickup. EPDXY-SEAL - INC"a smum rt00R►INMt PRODUCT NOT SOLD iN STORES b � Open Expanded View PRODUCT OVERVIEW Model#922005 Internet#203002955 Store SO SKU#1000055698 Seal-Krete Epoxy Seal is a ready-to-use,acrylic-epoxy blend formulated to resist hot tire pickup,chemicals,oil,grease.And gasoline stains.This epoxy- fortified formula dries to a durable,UV-resistant,satin finish that resists scuffing,peeling,blistering and fading. Epoxy-Seal is easy to maintain,making R ideal for both interior and exterior high-traffic areas including garage floors,driveways,shop floors,basements,pool decks,walkways,patios,porches and more. • Ready-to-use • Resists oil,chemicals,hot tire pickup • Hi-hide • Interior/exterior • Soap and water clean up • Actual paint colors may vary from on-screen and printer representations • Online Price includes Paint Care fee in the following states:CA,CO,CT,MN,OR, RI,VT •• ... . . . • . • . .. . • . . •.. • .. •.. .. . . . .. SPECIFICATIONS DIMENSION- O•• ' .. . . . . . . . . . .. . .. . . . . Container Size •• • ••• • 5 GA-Gallon • Coverage Area(sq.ft.) 2000 http://www.homedepot coo/p/SealAKrltelE�)bxt Seal Slate-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 1 of 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Seal-Krete Epoxy Seal Slate Gray 922 5 gal.Concrete and Garage Floor Paint-922005-The Home Depot 1/18/16 5:51 PM DETAILS Application Method Brush,Roller Paint/Stain Base Material Epoxy/2 part Application Method Brush or roller PaintlStain Clean Up Soap&Water Chemical Resistant,Mildew Chemical resistant Yes Paint/Stain Key Features Resistant,Prevents hot tire pickup,Primer Required,Sealer,Waterproof Coating Product Category Paint Paint/Stain/Waterproofer Product Type Basement,Floor&Garage Color Family Grays Primer required Yes Color/Finish Slate Gray Returnable 90-Day Dry to touch(min.) 120 Skid Resistant No Interior/Exterior Extedor,lnterior Substrate/Surface Use Type Concrete/Brick/Masonry/Stone Mildew Resistant Yes Time before recoating(hours) 4 Number of components in formula 1-part Transparency Solid Paint Product Type Interior Paint/Stain WARRANTY/CERTIFICATIONS Manufacturer Warranty 2 years replacement of product MORE PRODUCTS WITH THESE FEATURES Color Family:Grays Brand:Seal-Krete Price:$100-$150 Coverage Area(sq.ft.):2000 Container Size:5 GA-Gallon Review Rating:3&Up • .. . . • • ... . .. .•. .. . . • .. • ••• • ..• •.. . •• . . . . . . • . • .• . •. . . • • http://www.homedepot.cowi/p/Somal*o�te-E�oxy�Seal-2late-Gray-922-5-gal-Concrete-and-Garage-Floor-Paint-922005/203002755 Page 2 of 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1/18/16 5:56 PM i '+✓ - _ Dade County#277 More doing: Use Current Location or House of Fara Model#8819 Internet#205426937 8819 112 in. x 3-112 in. x 96 in. MDF Primed Base Moulding Write the First Review Ask the first question $9.1 V leach PRODUCT NOT SOLS?!N STORES Open Expanded View PRODUCT OVERVIEW Model#8819 Internet#205426937 The House of Fara 1/2 in.x 3-1/2 in.x 8 ft.MDF Primed Base Moulding will add a clean and smooth contemporary look to any room.Its constructed from primed MDF and is ready for painting to match your existing decor.This smooth profiled baseboard moulding is economical,it will add a unique detail and an architectural touch to any room or project. California residents:see • MDF primed base • Clean and smooth contemporary look • Economical • Ready for painting SPECIFIC.4ItQN§ •• DIMENSIOAS •: Product Depth(in.) 0.5 Product Length(in.) 96 • • • • ••• ••• • Product He�ght•(in.)•• + + 96 • • • Product Width(in.) 3.5 •• • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • http://www.homedep;t.cornj/psIJ4se-:)f-F,ra-8C1.9-1-2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 1 of 2 • • • • • • • • • • • +• •• • • • •• •• 000 0 0 9 ••• 0 0 House of Fara 8819 1/2 in.x 3-1/2 in.x 96 in.MDF Primed Base Moulding-8819-The Home Depot 1118/16 5:56 PN DETAILS Application Floor Paintable/Stainable Yes Color Family White Pattern Number 8819 Flexible No Prefinished No Interior/Exterior Interior Pro Pack No Kits No Returnable 90-Day Material Medium Density Fiberboard(MDF) Rot Resistant No Moisture Resistant No Sell Pack Options Single Item Moulding Features No Additional Features Termite Resistant No Moulding Type Base Wood Veneer No WARRANTY/CERTIFICATIONS Manufacturer Warranty Satisfaction Guaranteed MORE PRODUCTS WITH THESE FEATURES Moulding Type:Base Material:Medium Density Fiberboard(MDF) Interior/Exterior.Interior Moulding Features:No Additional Features Color Family:White Application:Floor Sell Pack Options:Single Item •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••. ••• • •• • • • • • • • • h"p://www.homedep .co /p! u&.;f-Fara- 19-1*.2-in-x-3-1-2-in-x-96-in-MDF-Primed-Base-Moulding-8819/205426937 Page 2 of 2 • •• •• • • • •• •• ••• 0 • 0 000 0 0 Project name Fabiano Silveira Included in the total price Project number Appliances $1,248.00 0000-9003-2612 Total Price: $5,512.82 Price Quantity Total Price i 80265398 SEKTION $57.00 1 $57.00 base -- 60 cabinet frame 40 white 36x24x30 " 90266929 BROKHULT $108.00 2 4'3 $216.00 drawer I ^M 0 front i walnut effect light gray 36x15 " 10265684 MAXIMERA $60.00 2 $120.00 drawer, high white 36x24 " 90265661 MAXIMERA $49.00 1 $49.00 drawer, low white 36x24 " 00265627 UTRUSTA $19.00 1 $19.00 d rawe r front, low 36 " •.. 00: •• . . . . . •• .. . . . . . •• ••• •• • • • •• • ••• • ••• ••• • . • . . . .. . . . . http://kitchenplanner.ikeat.om/ui/tll/Paq*kprinfptts/VFUI%n%atyPrintout.htm Page 1 of 10 0:* • • • 0 0 0 0 0 0 2 20265396 SEKTION $38.00 1 $38.00 base Fn cabinet frame white i..__..r._ 18x24x30 " 20 80266920 BROKHULT $72.00 2 "= drawer $144.00 front walnut effect light gray 18x15 " 50265682 MAXIMERA $41.00 2 $82.00 drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " .. ... . . . . . .. .. ... .. . . . .. http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPU[SummaryPrintout.htm Page 2 of 10 ••• • • • • ••• • • • • • ••• • • 3 30265386 SEKTION $49.00 1 $49.00 base i cabinet ! frame white 30x24x3O " 1 2 0 _ .e 50266926 BROKHULT $96.00 2 $192.00 ( drawer 11 front walnut effect light gray 30x15 " 70265676 MAXIMERA $53.00 2 $106.00 drawer, high white 30x24 " 90265656 MAXIMERA $43.00 1 $43.00 drawer, low white 30x24 " 20265626 UTRUSTA $17.00 1 $17.Q0 drawer front, low 30 " 4 50265502 SEKTION $86.00 1 $86.00 ! base corner cabinet frame white 47x26x30 " 50266907 BROKHULT $126.00 1 $126.00 •• , door walnut effect light 40 gray 21x30 " 20 10265622 UTRUSTA $15.00 1 $15.00 shelf for corner base i 0 cabinet white 47 " •• ••• • 60204645 UTRUSTA $6.00 1 $6.00 • hinge • .. 125 ° • . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. . . . . http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryPrintout.htm Page 3 of 10 • • • • • • • • • • 5 20288920 RENLIG $849.00 1 v $849.O $849.01C fully r xt ;t integrated "- � dishwasher Stainless steel 70266911 BROKHULT $144.00 1 $144.00 door M � }' walnut effect light gray 24x30 " 6 80265398 SEKTION $57.00 1 $57.00 base - - cabinet frame white 36x24x30 " 60 50222517 BOHOLMEN $129.00 1 $129.00 double-bowl 40 inset sink stainless ate steel 31x19 5/8 " 0 90056021 ATLANT $6.99 2 $13.98 waste strainer 1 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 60266902 BROKHULT $118.00 2 $236.00 door walnut effect light gray 18x30 " 60204645 UTRUSTA $6.00 2 $12.00 hinge 1250 60284581 SEKTION $9.00 1 $9.00 •• ••• .. reinforced • •• ventilated . .. . . . . ... . • top rail •• ••• •• galvanized 36 " . ... . ... ... . .. . . . . . . . . . .. .. . . . . http://kitchenplanner.ikea.com7ds/UI/?ages/P;Rtt-tl UISLIOnaryPtntout.htm Page 4 of 10 7 20265396 SEKTION $38.00 1 $38.00 base cabinet frame 40 white 18x24x30 " 60266902 BROKHULT $118.00 1 $118.00 door walnut effect light gray 18x30 " 50265682 MAXIMERA $41.00 1 $41.00 drawer, high white 18x24 " 70265657 MAXIMERA $32.00 1 $32.00 drawer, low white 18x24 " 60265629 UTRUSTA $9.00 1 $9.00 drawer front, low 18 " 00280755 UTRUSTA $7.00 1 $7.00 fixture for mounting drawer on door .. ... . . . . . .. •• ••• •• • • • •• • ••• • ••• ••• • •• • • • • • • • • • •• • •• • • • • http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/VPUISummaryprintout.htm Page 5 of 10 ••• • • • • ••• • • 00 00 • • • • • • • • • • 8 80265398 SEKTION $57.00 1 $57.01 base 60 cabinet frame 44) white 36x24x30 " 20 60266902 BROKHULT $118.00 2 i $236.0( door 0 -• walnut effect light gray 18x30 " 80265534 UTRUSTA $20.00 1 $20.00 shelf white 36x24 " 60204645 UTRUSTA $6.00 2 $12.00 hinge 1250 9 90265388 SEKTION $44.00 1 $44.00 base 60 cabinet frame 40 white 24x24x30 " ire 70266911 BROKHULT $144.00 1 $144.00 door walnut effect light gray 24x30 " 00265533 UTRUSTA $15.00 1 $15.00 shelf white 24x24 " y 60204645 UTRUSTA $6.00 1 $6.00 hinge 1250 00 00: 00 • . . • • ••• . ... ••• 00 *00 • •. . • • • http://kitchenplanner.ikea.com/us/UI/Pages/Printouts/vP6lSumAiaryPrintout.htm Page 6 of 10 ••• • • • • ••• 12 r` 90265388 SEKTION $44.00 1 base $44.00 cabinet frame white ' 24x24x30 " :t gU 00202116 BOHOLMEN $99.00 1 $99.00 f single-bowl inset sink stainless _0 steel 22x21 5/8 " i ra 90056021 ATLANT $6.99 1 $6.99 waste strainer 1 20131552 RINGSKAR $129.00 1 $129.00 single lever kitchen faucet stainless steel color 70266911 BROKHULT $144.00 1 $144.00 door walnut effect light gray 24x30 " .N 60204645 UTRUSTA $6.00 1 $6.00 a hinge 1250 00284579 SEKTION $6.00 1 $6.00 reinforced ventilated top rail galvanized 24 " 13 r� f--- 10222538 LUFfIG $399.00 1 $399.00 exhaust hood Stainless / \ steel sea so: http://kitchenplanner.ikea.com/us/Ul/Pages/Printouts/VPUISummaryPrintout.htm Page 8 of 10 0 00 •Y 0 0 0 00 .. SUSPENSION RAILS 60261527 SEKTION $12.00 2 $24.00 suspension rail galvanized 84 " LEGS AND TOE KICKS 00298411 SEKTION $15.00 3 $45.00 assembly kit for kitchen island 00298406 SEKTION $14.99 6 $89.94 support bracket for kitchen island 15 3/4 " 40287590 FORBATTRA $19.00 9 $171.00 plinth off-white 87x4 1/2 " 10265518 SEKTION leg $6.00 6 $36.00 4 1/2 " COVER PANELS& FILLER PIECES 80266411 FORBATTRA $38.00 1 $38.00 cover panel off-white 25x30 " KNOBS, HANDLES& DOOR DAMPERS 60138759 LANSA $6.99 9 $62.91 handle stainless steel 9 5/8 " •• • �� �; :4V2.41823 UTRUSTA $6.00 5 $30.00 • T. ••• door `' •• damper for hinge ... ••• ••• 110-125 Important •• :.. ;' • • • • • • Included in the total price IKEA cannot accept any liability for the accuracy of measurements or furniture layout. Prices in this Appliances $1,248.00 http://kitchenplanner.ikea.com/us/UI/Pages/Printo;ts/'iQUISumnZ4rinCout.atm Page 9 of 10 • : 0.: • • • • • :. q. : • • •• •• • • ••• • 0 0 000 0 program are for products you purchase from IKEA, take home and assemble yourself. All requested - delivery, assembly and installation services are charged separately and not included in the price. Total Price: Q Although we do try to ensure that the information in this program is correct, we apologize for any $5,512.82 product alterations that may occur. In compliance with California Title 20 regulations, lighting prices and features may vary in the state of California. See IKEA store for details. All prices are valid until July 31, 2016 .. ... . . . . . .. .. ... .. . . . .. . ... . ... ... . .. . • . . • •• . • http://kitchenplanner.ikea.com/us/UI/Pages/Printot4s/Viuls.imi iii.t�ut.h�m � Page 10 of 10 • • • • • • • • • • ••• • • • ••• • • COMPAC MIAMI BEACH FL 33141 USA 00 THE SURFACES COMPANY Customer ID:1000034 Order No Date TAX ID Your Reference 516210077 01/13/2016 10003400 page.: 1 /1 Code Description LengJWidJThick Unit. SLAB/SOF Price Total in. in, in. 1 3020417 Al -ANTICO RIVER POLISHED l20x55xl 1/4" 2 91.660 SOF $350.00/Sq Ft $700.00 Delivery time Net Weight Gross Weight Total SOF Origin Delivery By IN STOCK AT THE MOMENT 1432 LB 1453 LB 91.660 Spain Truck Total Amount Terms of payment TAXES 49.00 $749.00 C.Check Cash in advance FCA MIAMI Delivery Address Vendor Our Bank GD ART CONSTRUCTION 1007 6770 INDIAN CREEK DR 4 D 33141 MIAMI BEACH FOR QUALITY PURPOSES,COMPAC REQUIRES TO ALL OUR CUSTOMERS,SAVE THE We do not accept claims on fabricated slabs or installed tiles LOT NUMBERS OR BATCHES OF MATERIAL PURCHASED. TVIS INFORMATION IS Special orders are not returnable MANDATORY FOR CLAIMS, REQUISITIONS OF CONSECUTIVE LOTS ON'd 4EQ911; ' * ••• Past due amounts are subject to 1.5%interest per month.Should account go to collections or ORDER ALREADY DELIVERED AND/OR RETURNS. 90 ' • • • • • •• require an attorney,debtor will become liable for all tees. •• • • ••• ' • •' •• ••• • • a You agree to pay a fee up to$30 i1 your check is returned unpaid. Sig_COMPACstone •'a ••• ••• Ste:GD ART . . ' •• CONSTRUCTION COMPACstone USA, Inc 1777 NW6 72 AVE. Unit#2,Miami, FL Tei:305. F*xi 3b5. 6378ITax ID#743063498 -.40 38Q0.. ... INVOICE - .r.��4 l LOS PICAPIEDRA MARBLE Ft GRANITE GROUP CORP. THE BEST QUALITY FOR THE LOWEST PRICES Date: 1/15/2016 12344 SW 131ST AVE,MIAMI FL. 33186 Phone (786)488-7949 Fax(786)430-0490 We Do Three Types of Jobs Here--. 1:40401►. Fti'1' ANI► 4311?A1/ LpmoQc�smail.com A You May Choose Any Two! It II Is C.00tf and Cheap It Will Not Be Fast. 1111 1.G.— anU Faal �. I,Will Nin Br_Cheap, It It Is Fa 1 anti Cheap ! �� it Wil[Net Be Geed TO:GD ART CONSTRUSCTION OBRA 9935 NE 3AV MIAMI SHORES SALESPERSON -- JOB � PAYMENT TERMS ' DUE DATE j _ QTY— DESCRIPTION j UNIT PRICE LINE TOTAL 1 KITCHEN COUNTER TOP FABIRICATION AND INSATALLATION �— $2,185.00 i l t 1 � i i NOTE: Since marble and granite are Products of nature;COW.shading veining vary from one stone to another and from area to another — — within each stone.Loa Plcapiedra Marble d Granite Group Corp.will not be responsible for and will not be liable for any claim based on variation of those characteristics.All deposits placed for cus oT�special orders are non-refundable and most be paid in full.Loa Picepiedra Marble&Granite Group Corp.will not be responsible ffgr illy suntirg%r dtfects0disam�redbaner"completion inspersion and final payment.Los Picapledras Marble 8 Granite Group CcUp.will not relpil�ibl0foreeny0 ari�gesto cabinets due to weight of counter material Los PiupMdra Marble i Granite Group Corp.aWill not hr reipor%IDleafor;inksg4thAexceeds the available space on the counter top to ft faucets.An additional charge of S 100.00 will appy fir each visit 4ot gpr4ed4thtt 8&2uate notice or if work cannot be performed due to appliances/cabinets or materials not 41'obsts9•Istall'tenl. EsWnale fabocatipfi,aefivery and installation 10 days SUBTOTAL $2,1 85.00 (excluding SAT/SUm W).frothe date received the deposit of 50%.Also make notice of leftovers of material we are no responsible,it customer bough it.Storage will be charge or delivery charge may apply.In Case we give estimate whit material we charge only for the still's in total of i project,k0 over in this Case will be property of LOS PI JAPIE:RA MARBLE AND GRANITE GROUP CORP.Arid no charge will appy BUYER AGREE TO PAY FOR THE ABOVE PURCNAiE 1•I A06 CCORDANCE WITD PA*yPENTS TERIIVPEd1F1.D ABOVE. x a• x GUSTAb01i. BELL ••• ••a .---.___- SALES TAX O TOTAL 52185.00 • • • - 4NRVWFOR JOUR BUSINESS! • • • • • • • • • • • •• •• • • • • •• •• ••• • • • ••• • MOEN Banbury 3-Piece Bath Accessory Kit in Brushed Nickel-Y2633BN-The Home Depot 1/18/16 6:06 PN Dade County#277 More doing: Use Current Location or MOEN Model#Y2633BN Internet#204959525 Store SKU#1000039936 Banbury 3-Piece Bath Accessory Kit in Brushed Nickel (81 Write a Review Questions&Answers(6) Was $59.98-. $54.98 /each • SpotResist finish resists fingerprints and water spots • Easy installation with included template • Matches perfectly with MOEN Banbury faucets and accessories -TED ST PE IN STOCK AT YOUR SELEC Mil Dade County#277 Text Product Location Open Expanded View PRODUCT OVERVIEW Model#Y2633BN Internet#204959525 Store SKU#1000039936 The MOEN Banbury 3-piece kit including a 24 in.towel bar,towel ring,and pivoting paper holder features a Spot Resist Brushed Nickel finish that is resistant to fingerprints and water spots for easy cleaning and long-lasting enjoyment.This Banbury shelf has classic design features to help accent your traditional bath decor. It has an appealing,lightly brushed metallic finish. • Spot resist brushed nickel finish resists fingerprints and water spots for each maintenance • Includes 24 in.towel bar,towel ring and pivoting paper holder • Template included for convenience when installing • Perfectly matched to MOEN Banbury faucets and accessories(sold separately) • Timeless styling for traditional bath decors SPECIFICATIONS •• ••• • • . . •• • .. . . . . . DIMENSIONS •• • ••• •• • • • •• Product Depth(in.) 3.11 Product Width(in.) 26.02 • • • ••• Product Height(in.) 6.80 • • i • • • 60 • 000 • • • • • • http://www.homedepot.com/p/MOEN-Banbury-41iec� B.th Ar' ioory•�•Kit in-Br Shed-Nickel-Y2633BN/204959525 Page 1 of 2 • • • • • • • • • • •f9�0. P G F.P. G. WHOLESALE, INC. J 7190 Coral Way • Miami, FL 33155 Phone: 305-266-2296 • Fax: 305-261-6540 SOLD TO SHIP TO GD ART CONSTRUCTION INC. GD ART CONSTRUCTION INC. **CASH SALES** **CASH SALES** 6770 INDIAN CREEK DR APT 4D 6770 INDIAN CREEK DR APT 4D MIAMI BEACH, FL 33141 MIAMI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment #: 1 MULOY114 -TERMS'. 0 V61=1 16475 CASH SALE 1457093 01/12/16 12 WERL4*4 1191Z • 12 EA PH COLONIST 36"x,80"x1-3/8 HC 62.350 748.20* F.J. 4-9/16" FRAME ****WITHOUT**** CASING FJ #916 1-5/8" DOOR STOP IMP 3.5" ST US4 5/8 HINGES R/H ** Size(s) shown represent the measurement of the slab(s) only, must allow for frame thickness. 1 EA PH DB HA 6P 35-13/16x78-15/16 359.000 359.00* W/E PDT6360LP OUT/LH PRODUCT CONTROL 1 JNT PH LOUVER SC 1-3/8" INT SINGLE 151 .400 151.40* CLEAR PINE 32"x80"xl-3/8" DOOR INT FJ 4-9/16" FRAME F.J. #916 1-5/8 DOOR STOP *" WITHOUT *** CASING IMP 3.5" ST US4 5/8R REG HINGE(S) ** ONE BORE ** IN-SWING R.H. 1 SET POCKET FRAME FJ 4-5/8 36"x80" 70.550 70.55' 1 EA FPFJ4366 1 EA COLONIST HB 36"x801'xl-3/8" HC 49.100 49.10* DHC03663 1 EA BIFOLD PRIMED 32"x80" F.LVR 2P 84 .800 84,80- BWLV326PR2 5 EA BIFOLD COLONIST 48"x80" 4P 80. 600 403.00 BWC04864 4 EA BIFOLD COLONIST 72"x.80" 4P 93.500 374 .00* BWC07264 • • • • • • • PCK'D IINVD CkK'D BY January 14, 2016 09:29:51 OT�,L •'• •• • • • ••• p / 0 MERCHANDISE ->_*+++**++*++++ • •S11TP VIA•p��kuD t•1 OTHER rid • CONFIRMATION * • • • • • • •• •• • • 0 TAX PAGE 1 OF 2 FREIGHT ••• • • • • ••• • � � • • • T(1TT7 • •• •• • • • •• •• of • • • ••• • EPG F.P. C. WHOLESALE INC, 7190 Coral Way • Miami, FL 33155 "e x��cnl `/ems�""' '�`�r Phone: 305-266-2296 • Fax: 305-261-6540 OG2r�ua SOLD TO SHIP TO GD ART CONSTRUCTION INC. GD ART CONSTRUCTION INC. **CASH SALES-* **CASH SALES** 6770 INDIAN CREEK DR APT 4D 6770 INDIAN CREEK DR APT 4D ifIANI BEACH, FL 33141 t•IZANI BEACH, FL 33141 305-439-8788 305-439-8788 Shipment r: 1 16475 CASH SALE 1457093 01/12/16 12 • 5 EA TYLO PASSAGE US26D 9.500 47.50' 200TUS26D Locations: 03-07 7 EA TYLO PRIVACY US26D 11. 150 78.05+ 300TUS26D Locations: 03-07 i • • • • • • • • • rC0W'D11V,1VD'jjCHK'D8Y Janus y 14, 2016 09:29:51 OT:ALI* •� • • • •• / 0 MERCHANDISE 2365.60 -+++***,***, *,*: ••• P VI: OTHER * COI.?�IRN±ATZON x • • 0.00 TAX •• • i•• i• ••' ••• 7.000 c 165.59 PAGE 2 of 2 F REIG.HT ••• • 0.00 . . . . . . . . . . • .. .. . • . .. .. ... . . . •.. . JCD ARCHITECT, INC A.A. #26001 560 — - . 1385 CORAL WAY SU # 407 ( TEL.#(305)285-4343 MIAMI, FL 33145 FAX#(305)285-4330 March 8, 2016 Village Of Miami Shores Bldg Dpt. 10050 NE 2nd Avenue ."•'. Miami Shores Fl copy; •.... .•.• ...... .. .. ...... Address: 9935 NE 13 Avenue Miami Shores Fl ••• •• • Owner: Fabiano Silveira •" •"". ' .... .... ..... Permit#RC-2-15-375 • ...... .. . ..... • • • .. .. .. . ...... CERTIFICATION . . . . ...... The undersigned Juan C. David RA # 15344 —certifies that I reviewed the prices presented by GD ART CONSTRUCTION to complete the construction of the new phase of the above mentioned project and I can attest to the best of my knowledge, belief and professional judgment, the prices are according with today's construction market price Also I can certify my firm will be responsible for the review and approval of all the invoices payments and changes orders presented by GDA CONSTRUCTION to Mr Fabiano Silveira Sincerely, MA o Juan C.David AR# 15344 FULL ARCHITECTURAL SERVICES cas RESIDENTIAL cae COMMERCIAL cas CUSTOM DESIGN es LEED CERTIFICATION JUANCDAVID a@JCDARCHITECT.COM 4 GD Art Construction Inc. . . .... ...... CONTRACT '••' •' ...... .. .. ...... .... .... . . .... .... ..... This is a contract that replaces a previous contract for the same property betwceti ..:..' Edmundo Gerez for GD Art Construction Inc. (Developer) and 146iario SiAv ;8,* •••••• (Owner) for work on his house located at 9935 NE 13th Avenue,Miami:ShbHs- Florida, '. 33138 as described in the plans,estimate,and specs,which we provided xo Y4u in o jrbi;i on June 18'' 2015 and which are attached to this agreement; but primarily:consist,-of construction of an addition,general renovations,remodel and improvements (the Wotlks)' After the City officials required to reduce the scope of work; the addition for a master bathroom and master bedroom is not to be built. The Developer will carry out the Works in accordance with the revised plans, estimates and specs and in line with the timetable and dates set out below. In carrying out the Works,the Developer will exercise the skill,care and diligence of a professional developer experienced in this type of project and will use materials, goods and workmanship of a good quality and which are appropriate for this type of project. The Developer shall at no time accept instructions in relation to the Works from any person other than the Owner.The total cost of the Works to be performed will be $299,677 subject to change orders requested by the Owner, and any extras, or additions approved in advance by the Owner but excluding any extras or additions caused by errors or negligence of the Developer in estimates, and specs prepared by the Developer. All changes on the specs of the work are to be approved by the City officials. CHANGES: The Owner or Developer may make changes in the contract only with WRITTEN approval and acceptance by all. The changes will be requested on the "Change Order" forms supplied by the Developer and will be reflected in the reporting to be supplied by the Developer to the Owner. PAYMENTS: The total cost of this contract is $299,677 This agreement will be executed and invoiced as per the Phases below upon Owner acceptance and signature per Phase. No Phase may be started until prior Owner acceptance.The contract is considered to have been initiated with signature of the previous contract related to the same project on June 2015 document by the Owner and the Developer and with the receipt down payment of $15,000.00 by the Developer. The Developer will continue to provide bi- weekly written reporting reflecting the status per line item and will include but will not be limited to: Description of Work, Scheduled Value, Works Completed from Previous GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone.(305)439-8788 Fax:(305)865-4956 Email.felipe@gdartconstruction.com Applications,Works completed this Period,Materials Presently Stored, Total Completed and Stored to Date, % of Completion,and Balance to Finish. The Phases are as follow: PAYMENT SCHEDULE: Phase A. Payment 1 $15,000 . . .... ...... Payment 2 $25,000 ...... .. .. ...... Phase B. Payment 1 $28,000 Payment 2 $17,000 . . ...... .. . ..... Phase C. Payment 1 $35,000 .. .. .. . ...... . . . . ...... Phase D. Payment 1 $20,000 Payment 2 $20,000 Phase E. Payment 1 $34,125 Payment 2 $34,125 Phase F. Payment 1 $23,000 Payment 2 $15,000 Phase G. Payment 1 $17,827 Payment 2 $15,600 Some items are not described in this contract but may be included as per the approved proposal and may be done during any of the Phases listed above upon instruction by the Owner. THE OWNER WILL SUBCONTRACT some items listed on the table spreadsheet attached and such items will be part of the MASTER PERMIT related to this contract but excluded in cost. LIENS: Lien release forms will be furnished to the Owner for the Works performed or material supplied by contractors or sub-contractors, only if requested by the Owner. The Developer will indemnify the Owner against any losses arising from claims of materials, supplies,or labor relating to this construction project. USE OF PREMISES: The Owner will permit the Developer to use, at no cost to the Developer, existing utilities such as lights, heat, power, and water reasonably necessary for the carrying out and completion of the Works. PROTECTION OF WORK AND PROPERTY: The Developer shall protect all his work and the Owner's property from injury or loss arising in connection with the contract and its performance. The Developer will correct and pay all costs associated with any GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 Email:felipe@adartconstruction.com such damage, injury or loss, unless caused by the Owner, or due to causes which are not the fault of the Developer or are beyond his control. DEVELOPER'S LIABILITY INSURANCE: The Developer or the General Contractor appointed by the Developer shall have purchased and maintained such public liability and property damage insurance that will protect him from claims which may arise out of the result from the Developer's operations under this agreement, whether such operatioris be. b himself, b an subcontractor,or anyone directly or indirectly ems e b a 0*of Y Y Y Y Y Y Y P1Q� d Y nY .' them. Promptly upon request by the Owner, the Developer shall provides the-Owner+with 090000 copies of its insurance policies referred to in this contract. •••••• • It will be the Owner's responsibility to maintain adequate homeowner's infurance for the, . .. .000 ..... increased value of the project and against theft. • ...... .. . ..... . . . .. .. 0000 ...... CONTRACTOR: The Developer may sub-contract the followin�o*46Atractor in '0 connection with the completion of the Works, provided that the pont;actor �ck s• .0.0 appropriate insurance and that the Developer shall at all times remain fuNyliable few-the completion of the Works and performance of the Developer's other obligations under this' contract: Name: Construction Developer Group Corp. Address: 20381 NE 30 AV.#414 Aventura,FL 33180 Telephone: 305 4398788 eMail: glassdcm@hotmail.com Contractor License Number: CGC1504895 WARRANTY: The Developer will warrant all contract Works and materials and agrees to correct any defects due to faulty materials or workmanship and pay for any damage to other work resulting therefrom,for a period of one year from the date of completion.The Owner will give notice of observed defects with reasonable promptness. [PERFORMANCE STANDARDS AND REQUIREMENTS: It is recognized that the Works to be done under this contract are remodeling work on a structure which is not new and which may have existing or incipient code violations, problems or defects not visible at the time. Application of the following standards are,therefore,to be adhered to as much as is reasonably practical. Specifications of materials by brand name establish standards of quality, for which substitution of materials equal in like quality and utility may be made subject to the Owner's approval. Similarly, standards of workmanship establish standards of quality, which in the case of remodeling, may be met or exceeded by other standards if workmanship is equal in quality and utility. The intent of these performance requirements and standards is to avoid economic waste, which in certain cases may be created by blind adherence to the standards of workmanship set out in this contract. TERMINATION AND SUSPENSION: If the Developer: (a) without reasonable cause suspends the Works or fails to proceed regularly and diligently with the completion of the GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone.(305)439-8788 Fax.(305)865-4956 Email;felipe@gdartconstruction.com gdartconstruction.com Works or to perform the Works to the standard required by the Owner,or(b) is otherwise in breach of its obligations under this agreement, then the Owner may notify the Developer of the same and require the Developer to remedy such events. If the Developer fails to remedy such events within 5 business days from notification,then the Owner may terminate this agreement. If the Owner terminates this agreement in accordance with this clause,then the Owner shall pay a fair and reasonable proportion of the costs of a Phase, which at that time has been started but not completed, upon provision of satisfadtdY�. . . .. 0000.. documentary proof of the incurring of such costs. . • .. . . 0.0.00 00 .. 0000.. The Owner may also at any time suspend and subsequently instruct the rM Mtnencement ;••••; of the Works. If the Owner suspends the performance of the Works 44:htore than!• ' 0000 0000 0000. business days,then the Owner shall pay a fair and reasonable proportion a4w costs ;p a 0 0;0 0• Phase, which at that time has been started but not completed, upon •provisiotr 0of •••••• satisfactory documentary proof of the incurring of such costs. If*l%d:temport7 suspension of the Works by the Owner causes the Developer to,mis$•the jarget- completion date set out above,this shall not be grounds for the applicationbfkhe peaalt- . . fee set out above. •• • TRANSFER OF CONTRACT: The Owner shall be entitled to transfer this agreement or assign its rights under this agreement to any other person upon notification to the Developer and the Developer shall if necessary assist the Owner with such transfer or assignment upon request by the Owner. The Developer shall not be entitled to transfer this agreement or assign its rights under this agreement to any other person without the consent of the Owner. MARKETING & REFERRALS: Upon successful completion of the Works described in this agreement, the Developer may use the project as a subject and reference on its website and in marketing materials, including the use of photographs, video, and written text, but the Developer must keep confidential the Owner's and its architect's and its other contracted professionals' drawings,diagrams,plans and specs relating to the project and any information regarding the Owner's operations and business and financial affairs. The Developer consents to the Owner holding and using any drawings, diagrams, plans, specs or pictures or similar material prepared by the Developer relating to the Works. GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax.-(305)865-4956 Einail:felipe@gdartconstruction.com EXHIBIT A. # Work Item Provider Developer SUKO trxA[r/ OWNER 1 1 Permit Processing Rami Developent 2500 2 (1)Permit fees OWNER 3 (2)Demolition CDG/GDArt 5 5,000.00 •"" 4 (2)Demolition change order CDG/GDArt 5 •1,200.00 5 (3)Septic tank Mr.C Septic !.Ian • 6 (3)Retaining wall(drain field area)materials CDG/GDArt •••;•• 890 7 (3)Retaining wall labor(drain field area) CDG/GDArt +••• •"a • • 8 (4)Foundation materials rebars#2,#3,#4,#5,#6(reinforcement Ste Nachon Enterp. 5 e'SA 00 •••• ••••• 9 (4)Foundation concrete looters CDG/GDArt 5 'G'y5� " ' ""• 10 (4)Foundation stairs and miscelaneous CDG/GDArt $ 03,170.00 • 11 (4)Foundation tie beams CDG/GDArt $ •4,790.T • 12 (4)Concrete blocks 1900 units($0.90/cach)(minus addition) SFC8 CONCRETE $ 1,710,00 13 (4)Masonry and cement Nachon Enterp. 5 �4,00A •••• : �' 14 (5)Demo.Concrete and steam wall partial CDG/GDArt $ 1,200.00 •• 15 (5)Steam wall repairs and built CDG/GDArt $ 1,300.00 16 (5)Demolition floor beams CDCs/GDArt $ 1,200.00 17 (5)Framing: Floor system,beams 2x12x16,2x12x18,labor CDG/GDArt $ 8,173.00 18 (5)Framing:Floor system miscelaneus CDG/GDArt $ 630.00 19 (5)Floor plywood,durock,insta:lation CDG/GDArt $ 8,092.00 20 (6)Framing:Roof framing trusses CDG/GDArt $ 10,955.28 20.1 (6)Roof framing labor installation CDG/GDArt $ 6,000.00 21 (6)Roof plywood CDG/GDArt $ 3,200.00 22 (6)Roof tiling JR&R 5 18,000.00 GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone.(305)439-8788 Fax:(305)865-4956 Ei-nail:feloe@gdartconstruction.com K Work ftem Provider Developer suscorrnuicr/ OWNER 23 (7)Framing:Wall framing CDG/GDArt $ 2,878.00 24 (7)Framing:Ceiling framing CDG/GDArt 5 1,250.00 25 (8)Windows and installation CGI WINDOWS $ 25,748.82 26 (8)Garage door installation CDG/GDART 5 500.00 27 (8)Garage door Home Depot/owner 5 1,021.00 28 (9)Electrical Materials provided by Kingwire KINGWIRE 5 •4,164.74 ' 0000•• 29 (9)Electrical Labor KINGWIRE 5 1fi,G35.26 • •• • 30 (9)Recessed lighting fixtures Home Depot 5 •2,* WA •+ • •••••• 31 (10)Plumbing Materials DEL RIO&SON ' 660900 • • • 32 (10)Plumbing Labor DEL RIO&SON $ • , 5.40 •0000 33 (10)Plumbing misce!aneus DEL RIO&SON $ 1,000.00 • • •9000 34 (11)HVAC(Equipments) GO Rheem $ 2 ' ' 0000•• 35 (11)AC Ducts and Installation MACS CORP $ •i,Z50.OD • • 36 (11)AC Linear difuser grills 44 units MACS CORP 5 • 870.@0 • • •••• • 37 (11)AC New line refrigeration line set(2 units) MACS CORP $ ' gv.Qp • • 0000 • • 38 (12)Orywallidurockscrews ACI $ 1,118.h • • 39 (12)Insulation ACI $ 3,150.00 40 (13)Exterior Stucco,stucco materials and labor GDC/GDArt $ 2,450.00 41 (14)Plaster finish, AU $ 1,294.50 42 (14)Plaster finish,labor AC1 $ 5,500.00 43 (15)Floor tiles common areas 2586 sgft Intermarble/owner 5 4,111.77 44 (15)Floor tiles bedrooms and showers 700 aprox sgft Intermarble/owner 5 1,593.48 45 (15)Floor installation CDG/GDArt $ 4,575,00 46 (15)Floor installation material CDG/GDArt 5 740.00 GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 Email:felipe gdartconstruction.com A ;Nf8rliiEetn Provli'!�P �1ti�.40p6,• �� 47 (15)Bathroom shower wall t8es IntermarbWowner S 800.00 48 (15)Bathroom tiles installation CDG/GDArt S 11200.00 49 16)Kitchen Cabinets built in appliances IK owner 5 5512.82 50 (16)Cabinet insulation CDGIGDAn $ 900,00 51 (16)Countertop slabs COMP owner S 749.00 •• • 52 16)Kitchen Countermp manufacturing Picapiedras Inc. 5 485.0 •• • ••••�• 53 6)Bath and closet accessoties Home Depot S 794,14 •• i •• 54 (17)interior doors and Front door FPG 000 •• •••••• RS/owner 5 3 3s7ao 55 17)Interior trim GOCJGDArt S IMA i••••i 56 • • • (17}8aseboatd matcrlai a boards £OG/GDAn $ • ••••• 57 (17)Baseboard materials'(trails caulking) COG/GOArt 5 0]iV40 A •• • ••i••• • 58 17 Baseboards tnsuffation CDG/GDArt $ •90f?!!# •• • **see* 59 (18)Front concrete pathway and driveway CDGMART/owner $ 2'048. •• • 60 (19)Painting walls tnterwr and extedw GDCIGDArt $ 4'000.UO • • •••••• 61 .(19)Garagelbor paintISgal)aprox35Osqft Home De $ •127 • • • •• • • • 62 (19Y Gwne Boor painting labor CDG/GDArt S M00 • • 63 (20 Trash containers CDG/GDArt s 3,000,00 5.1 • 64 20 Clean up interior CDG/GDAn s 1,500:00 65 20)Portable togas CDG DAn $ 700.00 66 (21)OVERHEAD. 20 )00.00 67 (21)PROFIT' $, .OQ it Fabs velra Date 3-2-16 Edmundo Ge struction Inc.) Date GO Art Construction Inc„ 6770 Indian Greek Driva Suite 4©. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 Email:{eline@gdartcDnstructian.com # Work Item Provider Developer SUBCONTRACT/ OWNER 1 (1) Permit Processing Rami Developent 2500 2 (1) Permit fees OWNER 3 (2) Demolition CDG/GDArt $ 5,000.00 4 (2) Demolition change order CDG/GDArt $ 1,200.00 5 (3) Septic tank Mr. C Septic 11400 6 (3) Retaining wall (drain field area) materials CDG/GDArt 800 7 (3) Retaining wall labor(drain field area) CDG/GDArt 800 8 (4) Foundation materials rebars#2,#3,#4,#5, #6 (reinforcement ste Nachon Enterp. $ 6,870.00 9 (4) Foundation concrete footers CDG/GDArt $ 6,555.00 10 (4) Foundation stairs and miscelaneous CDG/GDArt $ 3,170.00 11 (4) Foundation tie beams CDG/GDArt $ 4,750.00 12 (4) Concrete blocks 1900 units ($0.90/each) (minus addition) SFCB CONCRETE $ 1,710.00 13 (4) Masonry and cement Nachon Enterp. $ 4,750.00 14 (5) Demo.Concrete and steam wall partial CDG/GDArt $ 1,200.00 15 (5) Steam wall repairs and built CDG/GDArt $ 1,300.00 16 (5) Demolition floor beams CDG/GDArt $ 1,200.00 17 (5) Framing: Floor system, beams 2x12x16, 2x12x18, labor CDG/GDArt $ 8,173.00 18 (5) Framing: Floor system miscelaneus CDG/GDArt $ 630.00 19 5 Floor plywood, durock installat' n ••• •• CDG/GDArt $ 8,092.00 20 (6) Framing: Roof framing trusses ••• ••: ••• : : ..• CDG/GDArt $ 10,955.28 20-1 (6) Roof framing labor installation CDG/GDArt $ 6,000.00 21 (6) Roof plywood : : : CDG/GDArt $ 3,200.00 . .. . . . . . . . 22 (6) Roof tiling •• ••• R & R $ 18,000.00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . # Work Item Provider Developer SUBCONTRACT/ OWNER 23 (7)Framing: Wall framing CDG/GDArt 2878.00 24 (7)Framing: Ceiling framing CDG GDArt 1,250.00 25 (8) Windows and installation CGI WINDOWS $ 25,748.82 26 (8) Garage door installation CDG/GDART $ 500.00 27 (8) Garage door Home Depot/owner $ 1,021.00 28 (9) Electrical Materials provided by Kingwire KINGWIRE $ 4,164.74 29 (9) Electrical Labor KINGWIRE $ 16,535.26 30 (9) Recessed lighting fixtures Home Depot $ 1,402.00 31 (10) Plumbing Materials DEL RIO &SON $ 7,104.60 32 (10) Plumbing Labor DEL RIO &SON $ 8,895.40 33 (10) Plumbing miscelaneus DEL RIO &SON $ 1,000.00 34 (11) HVAC (Equipments) GD Rheem $ 4,113.80 35 (11)AC Ducts and Installation MACS CORP $ 7,350.00 36 (11) AC Linear difuser grills 44 units MACS CORP $ 870.00 37 (11)AC New line refrigeration line set (2 units) MACS CORP $ 900.00 38 (12)Drywall/durock screws ACI $ 2,318.32 39 (12)Insulation ACI 3150.00 a 40 13 Exterior Stucco stucco materials and labor GDC/GDArt $ 2,450.00 0 41 14 Plaster finish : .'. : : ACI $ 1,294.50 42 (14)Plaster finish, labor ••• ••; ••; ••• ACI $ _5 500.00 J 43 (15) Floor tiles common areas 2586 sqft Intermarble/owner $ 4,11-1.77 44 (15) Floor tiles bedrooms and shQvu�rs,700 gpbxsgft ;•• ••• Intermarble/owner $ 1,593.48 .. . . . . . . . . . 45 (15) Floor installation :.. '.' CDG/GDArt $ 4,575.00 46 (15) Floor installation material CDG/GDArt $ 740.00 .. . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . # Work Item Provider Developer SUBCONTRACT/ OWNER 47 (15) Bathroom shower wall tiles Intermarble/owner $ 800.00 48 (15) Bathroom tiles installation CDG/GDArt $ 1,200.00 49 (16) Kitchen Cabinets, built in appliances IKEA/owner $ 5,512.82 50 (16) Cabinet installation CDG/GDArt $ 900.00 51 (16) Countertop slabs COMPAC/owner $ 749.00 52 (16) Kitchen Countertop manufacturing Picapiedras Inc. $ 2,185.00 53 (16) Bath and closet accessories Home Depot $ 794.14 54 (17) Interior doors and Front door FPG DOORS/owner $ 3,387.50 55 (17) Interior trim GDC/GDArt $ 1,000.00 56 (17) Baseboard material a (boards) CDG/GDArt $ 200.00 57 (17) Baseboard materials (nails caulking) CDG/GDArt $ 100.00 58 (17) Baseboards installation CDG/GDArt $ 500.00 59 (18) Front concrete pathway and driveway CDG/GDART/owner $ 2,600.00 60 (19) Painting walls interior and exterior GDC/GDArt $ 4,000.00 61 (19) Garage floor paint (5 gal) aprox 350 sgft Home Depot $ 127.00 62 (19) Garage floor painting labor CDG/GDArt $ 200.00 63 (20)Trash containers CDG/GDArt $ 3,000.00 64 (20) Clean up interior CDG/GDArt $ 1,500.00 ( ) ' ' ' ' CDG/GDArt $ 700.00 65 20 Portable toilets . . . . .. . . . . ... . 66 (21) OVERHEAD •.: •00 ••• ; ; 00 $ 20,000.00 67 (21) PROFIT $ 48,000.00 ' Subtotal . . . . . . . . . .'• $ 299,677.43 $15,500.00 • . .. . . . . . . . . . . . . . • • • . . •• •• . • •• •. ... . . . 0:. . . # Work Item Provider Developer UBCONTRACT/ OWNER 68 Landscaping OWNER 7500 69 Appliances (not built in) OWNER 7000 70 Finishing dock repairs CDG/GDART/owner 3500 71 Pavers exterior CDG/GDART/owner 2850 72 lRailings CDG/GDART/owner 800 73 Extras and exterior cleanup CDG/GDART/owner 3500 • ••• • • • • • . • • . • • • • . •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• KINGWIRE ELECTRIC INC. PH. # (786) 291 7865 1609 BARCELONA WAY Weston Fl. 33327 ELECTRICAL PROPOSAL/CONTRACT FOR THE ELECTRICAL WIRING OF ADDITION AND REMODELING AT 9935 NE 13rd AVE. MIAMI SHORES, FL 33138. JOB : POWER AND LIGHTING AS SHOWN ON ELECTRICAL PRELIMINARY PLANS RECEIVED ON FEB/03/2016 AND REF. DATED NOV/12 2014, PROJECT No. 14-031 PROPOSAL/CONTRACT: GDARTCONSTRUCTION SCOPE LETTER COVERS THE FOLLOWING ITEMS: ESTIMATE BASED ON ELECTRICAL PLAN RECEIVED BY EMAIL ON FEB/03/2016 . WITHOUT MASTER BEDROOM AND MASTER BATHROOM. AND PROPOSAL EMAILED ON FEB/16/2016. • INSTALL ALL LIGHTING FIXTURES AS SHOWN ON PLANS0060 - FIXTURES, FANS, AND LIGHT POLES SHALL BE PROVID%DtY ".. """ OWNER- ' ' 9999.. 9999 9999.. • PROPOSAL INCLUDE DECORA WHITE SWITCHES AND O"TL,C-TS 0900 9000 00 . 9 9999 0000 9999. • POWER UP ALL THE WATER HEATERS AS INDICATED Q1 kT.PI-ANS .• •• INCLUDING THE A/C CONDENSING UNITS AND AHU. ANb•'EMPTW .9.... RACEWAYS FOR THE A/C CONTROLS. """ ' O 00 • TELEPHONE AND TV. SYSTEMS OR DATA SYSTEMS AV NOT ;••• ; INCLUDE ON THIS BID. THESE ARE, BY OTHERS PROVIr)61Z5: • ALL ELECTRICAL PERMITS COST, ARE BY OWNER. '• • WE DO NOT INCLUDE ANY UTILITY FEES LIKE . FPL OR WATER OF ANY KIND OR IMPACT FEES ,OR GOVERNMENT FEES OF ANY KIND THIS ESTIMATED WAS BASED ON THE PRELIMINARY DRAWINGS DATED 11-12-14, RECEIVED BY EMAIL ON FEB/03/2016-- IF CONSTRUCTION DRAWINGS ARE DIFFERENT AND HAVE CHANGES OR ADDITIONS ,COST SHALL BE ESTIMATED AND SUBMITTED FOR APPROVAL,BEFORE THEY ARE EXECUTED. • PAYMENT SHALL BE MADE WITHIN FIFTEEN DAYS (15) OF INVOICE DATE, AND SHALL NOT BE ANY PERCENTAGE RETAINED DURING THE COURSE OF THE OF THIS PROJECT. • OWNER/GC CONTRACTOR SHALL PAY FOR THE COST AND EXPENSES INCURRED DUE TO MONEY COLLECTION AND ATTORNEYS FEES INCURRED AS CONSEQUENCE OF ANY MATTER RELATING THIS AGREEMENT/CONTRACT. • NOT FPL UNDERGROUND INCLUDED IN THIS PROPOSAL. • THE UNDERSING OWNER/GC AGRESS TO THE TERMS AND CONDITIONS OF THIS CONTRACT WITH KINGWIRE ELECTRIC , PLEASE SIGN AND RETURN A COPY OF THIS PROPOSAL/CONTRACT BETWEEN YOUR ORGANIZATION AND THE ELECTRICAL CONTRACTOR. • INITIAL DOWN PAYMENT SHALL BE 50%, BALANCE ON JOB PROGRESS. • UNIT COST TOTAL PRICE................................................$22,102.00 MATERIAL...................................................... $ 5,566.74 LABOR..............................................................$16,535.26 1 Owner/ `; uh r ed signature -- and date Kingwire Authorized signature — and date . . .... ...... ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... Del Rio & Son Plumbing Corp. Jorge Gonzalez State Licensed Plumbing Contractor State Licensed Gas Contractor Phone: 786.295.0098 Fax: 786.362.5426 8990 SW 24 Street#213 Miami, FL, 33165 CONTRACT Job: 9395 NE 13 AVE MIAMI SHORES FL, 33138 To: GD ART Construction 6770 Indian Creek DR Suite 4D Miami Beach Date 03/04/2016 ATTN: Edmundo Work according plan (P-1) (P-2 ) INCLUDE: -Toilets Glacier Bay 5 X 110 $550.00 -Lavatories Glacier Bay 6 X 38 : $128.00 -Lav Faucet Glacier Bay 6 X 38 ..iM-00 ••.•• .... .... . . -Shower Foucet Moen 4 X 150 •�yG00•.00 • ...... .. . ..... -Box w/machine 1 X 70 "$ 0.00 •"•'• '•"" . . . . ...... -Shower Drain 4 X 19.50 . $7$.00 . . ...... .. . .... -Shower Pan 4 X 60 $240.00 •• • -Faucet Conector 18 X 7.80 $140.40 -Angle Valve 24 X 8.80 $211.20 -Toilet Conector 5 X 14 $70.00 -Ice Maker Box 1 X 50 $50.00 -PVC Pipe 1 Y" 3 X 7 $21.00 -PVC Pipe 2" 12 X 12 $144.00 -PVC Pipe 3" 14 X 16 $224.00 -PVC Pipe 4" 5 X 22 $110.00 -CPVC Pipe Y2" 30 X 4 $120.00 -CPVC Pipe%" 40 X 7 $280.00 -CPVC Pipe 1" 10 X 12 $120.00 -Closet Flange 5 X 4 $20.00 -PVC Pieces $2100.00 -CPVC Pieces $1500.00 -Workforce $8895.40 -Miscellaneous $1000.00 NOTE: -Labor and material $17000.Oa.. . . .... ...... -Deposit '••'$4500.00 •• ...... .. .. ...... -Second payment -**-$6000.00 • .... .... . . -Third payment ----$4000.00...• ..... ...... _00.0. . . ..... -Final payment $2500.00 . . . . ...... NO INCLUDE: •� -New additions master bathroom -Any Concrete -Permit -A/C Drain -Any Filter -Back Flow Prevents -Sand/Labor if it necessary -Patch Floor, Ceiling ,Wali , Roof NOTE: We are not responsibility for any damage : FPL ,Wire ,Pipe ,Gas ,Under slab , Above slab . Plu ing Contractor GDRT` ONSTRUCTION V . . .... ...... ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... ARIALE CO Estimate PO BOX 770444 MIAMI, FL 33177 (786)2368593 arialeco@gmail.com ADDRESS GD Art Construction Mr& Mrs Silveira residence { 9935 ne 13 AVE Miami Shore, FL. PGT window industries ESTIMATE# DATE EXPIRATION DATE 103 02/26/2016 ,03/28/2016 SHIP DATE 03/15/2016 ACTiViTY T _ _ T 'T_ , T �OTY RATL AMOUNT Note 1 0.00 O.00T All windows and door by CGI window serie Sentinel HR 23 2 0.00 0.00 Horizontal roller window 23 37 x 38 3/8 3XO, 1 OX bronze aluminum finish gray low E impact glass.( Bathrooms) HR 74 x 501/2 OX 3 0.00 0.00 Horizontal roller window 74 x 50 5/8 OX bronze aluminun finish gray low E impact glass. (bedrooms) change window size by exit egrees** HR 34 BBI 1 0.00 0.00 Horizontal roller window 53 x 50 5/8 bronze aluminum finish gray IowE impact glass. (Garage) PW custom 4 0.00 O.00T Picture window 32 x 108 bronze aluminum finish gray low e impact glass. (front side door) PW custom 2 0.00 O.00T Picture window 36 x 96 bronze aluminum finish gray low e impact glass. (front bedroom) PW custom 6 0.00 .... O.00T Picture window 66 x 32 bronze aluminum finish gray low e • . . 0000 0000.. impact glass. (above front entrance door) PW custom 1 ••4.00 '••'•: O.OD.l:. Picture window 72 x 32 bronze aluminum finish gray low e Go*:** • 0000.. impact glass. (front and rear above) 000000 •••• • PW custom 1 "0.00 , "•' O.Op'P. Picture window 84 x 32 bronze aluminum finish gray insulated 00 00 . low E impact glass. (above dining room) .. .. .. . 0000.. PW custom 4 0 OQ • QnN.0 Picture window 36 x 108 bronze aluminum finish gray low e :600:6 impact glass. (living room) ; 0000 ;••••; PW custom 3 0.00 ••.0 O.00T Picture window 28 x 108 bronze aluminum finish gray low e impact glass. (living room) **change width by NOA maximum size** ACTIVITY OTY RATE AMOUNT PW custom --- 2 _ 0.00 O.00T Picture window 48 x 96 bronze aluminum finish gray low e impact glass. (family) PW custom 2 0.00 , O.00T Picture window 36 x 14 bronze aluminum finish gray low e impact glass. (kitchen) PW custom 1 0.001 O.00T Picture window 84 x 32 bronze aluminum finish gray low e impact glass. (above living room door) SGD 12068 1 0.00 , 0.00 Sliding glass door 12090 CGI 144 1/2 x 108 XXXX bronze aluminum finish gray low E impact glass and full view option. (living room) SGD 12068 1 I 0.00i, 0.00 Sliding glass door 9080 CGI 108 x 96 XXX bronze aluminum finish gray low E impact glass. (family,) LABOR 1 19,962.341 19,962.34T window and door cost ' LABOR 1 2,490.00 2,490.00 Installation Note 1 0.00 , O.00T Master bedroom and master bath is not included in this contract 50%DEPOSIT TO PLACE ORDER 35%DELIVERY DATE 15% SUBTOTAL 22,452.34 FINAL INSTALLATION DATE TAX (7%) 1,397.36 TOTAL $23,849.70 Accepted By aRIS Accepted Date 09/10/2015 ...... .. .. ...... 00 .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... Ag star construction inc. 1827 nw 1 street Miami f/ 33125 PHONE. 786-523-2681 STATE LICENSED CONTRACTOR RESIDENTIAL&COMMERCIAL CCC1329029 Rene Godoy SALES REP. ROOFING CONTRACT Proposal submitted to: GD ART CONSTRUCTION Address: 9935 NE 13 AVENUE MIAMI SHORES FL 33138 Contractor agrees to construct improvement at Owner's real state property located at the above referenced address according to scope of work describe herewith: o PULL PERMITS REQUIRED o REMOVE EXISTING ROOF o CLEAN COMPLETE ROOF TO A WORKABLE SURFACE o REPLACE ROTTED WOOD UP TO 200 LINEAL FEET AT NO ADDITIONAL CHARGE o PLACE A#30 PAPER WITH TIN CAPS o PLACE A TU PLUS SELF ADHERED o INSTALL 3682 SQUARE FEET OF TILE ROOF o INSTALL NEW 3"X3"METAL 26'GALVANIZED o WARRANTY ON LABOR 10 YEARS ADDITIONAL COMMENTS:CONTRUCTION WILL NOT BE DONE IN MASTER BEDROOM OR CLOSET. SQUARE FEET:3682 SQUARE FEET OF ROOF TOTAL COST$18,000 PERMIT ISSUANCE$5,000 TIN CAP$5,000 IN PROGRESS$5,000 FINAL$3,000 1. NOTE:ALL DEBRIS WILL BE REMOVED BY AG STAR CONSTRUCTION AND IT'S SUBCONTRACTORS.WrAW• NOT RESPONSIBLE FOR ANY DAMAGE INSIDE THE PROPERTY DUE TO STORM WHILE•ROORIS ON REPAM 6 •••••• 2. ROOFING CONTRACTOR IS RESPONSIBLE TO SUPERVISE THE RE-NAILING INSTALLAtMer(IBE • PERFORMED BY IRON WORK CONTRACTOR •• • i •• 3. ALL WORK REMAINING WILL BE DONE ACCORDING TO MANUFACTURERS RECOMME"thbN ANDA& •• •••••• SOUTH FLORIDA BUILDING CODE. 6••••• • • • 4. THE GUARANTEE OF THIS ROOF DONOT COVER LEAKS DUE TO ABUSE,VANDALISM,LjC+ TJNG, •••••+ HURRICANE,TORNADO,HAIL STORM,OR OTHER CLIMATE PHENOMENA. • • •••••• • • THERE WILL BE A 10 YEAR WARRANTY ON LABOR ONLY.A 10%OF YOUR FIRST DOW1Q PAfMENT WILOvemM ••••• DEDUCTED FOR ANY PERMIT CANCELLATION IF ANY PERMIT WERE PULLED. •••s•• •6 • 00000 • • • 6 • 6 •• 06 0 6 6 0060•9 •00:6• 0 6 • • 6 06666• OWNER SIGNATURE 0 000000 • • • tt 0• • CONTRACTOR /R,4C5 Col. Estimate Cschar2tal&Alr 0-c=93rha Servilm 131 W 10 St 8iatea%F133010 Date Estimate# tis CMC12505i1 TEL[3051726.6715/13051219-1929 9/8/2015 19 �r M fax(7861773-2010/13051263-0928 Emcll mec6acMa(scsMMMUOM Name/Address Edmundo Gerez GD Art Construction Inc. 6770 Indian Creek Dr#4 D Miami Beach,FL 33141 Project 9935 NE 13 AVE Fab... Description Qty Rate Total -Furnish and Install supply,return and ventilation duct work as per 1 9,120.00 9,120.00 plan -Furnish and Install 2 a/c units as per plans -Furnish and Install duct grills -1 year warranty on parts and labor -ITEMS NOT INCLUDED IN THIS ESTIMATE:PERMIT COST, ROOFING,CUTTING,PATCHING,FIRE CAULKING, CAULKING, MASONRY,ALARM SYSTEM,MAIN CONDENSING DRAIN, KITCHEN HOOD,KITCHEN HOOD FAN,STEEL OR STAINLESS STEEL KITCHEN DUCTWORK,ELECTRIC WIRES,HIGH AND LOW VOLTAGE,TEST AND BALANCE, AND SMOKE TEST. -Master bedroom addition not included in this estimate Total '..' : • $9,120.00• •••••• •• • ••••• Signature ••'••' '••'•' .•••f• • • . . •••••• 00 9 *000 . • ...... Customer Number: ��, J 2031 NW 79th Avenue Contact Person: Doral, FL 33122 305-592-2915 Bid Number: 5115059 Please call:305-592-2915 Bid Description: MECH.A/C-ALMEIDA Fax:305-477-2386 BAR RANTES E-mail: Bid Date: 11/27/2015 Bid Prepared By: Bid Expiration: 02/27/2016 BID PROPOSAL QTY MODEL NO. DESCRIPTION NET EXTENSION 2 RA1648AJl NA RHEEM 4.OTN 16 SC 410 SS $1,221.00 $2,442.00 2 RH1T4821STANJA RHEEM ALUM A/H 3.5-4T R410 $681.00 $1,362.00 2 RX13H-1724C10J PRO 10KW HEATR KIT W/PULUO $59.55 $119.10 2 FFR21 MTI FILTER RACK 21" $21.00 $42.00 2 TP-P-705 VIVE PROGRAM 5-1-1 1 H/1 C $26.85 $53.70 1 QTRN050F NUTONE TRIM KIT $55.75 $55.75 1 QTXRNOOOHF NUTONE HOUSING $39.25 $39.25 Subtotal: $4,113.80 Tax: $0.00 Other: $0.00 TOTAL: $4,113.80 . . .... ...... Special Instructions • • • ...... .. .. ...... Acceptance of Proposal •••••• .... .... . . The above prices and conditions are satisfactory and are hereby ' .... .... ..... accepted. •..... .. ..... .. .. .. . ...... Authorized Signature: ...... . . . . ...... Date of Acceptance: Conditions:will supply the products shown at the price and quantities shown for the above stated job only.does not guarantee quantities or descriptions to agree with plans and specifications.Exact specifications should be verified with manufacturers specification sheet prior to purchase.All ratings are nominal. This quote is subject to availability and credit approval. Contact your Sales Representative for availability.Neither taxes nor delivery charges,if applicable,are included in this quotation.Quotation is good up to expiration date specified,unless otherwise authorized in writing by a Representative.Purchase order required to confirm order. DECO PROPOSAL TRUSS COMPANY, INC. Trusses&Building Materials 13980 S.W. 252 Street - Miami, Florida 33032 Phone: (305)257-1910 Fax: (305)257-1911 www.decotruss.com DATE: 02/18!2016 DILL ADDRESS: H. O. N. CONSTRUCTION & DEV. CORP DELIVERY: ALLOW 5-6 WEEKS 16186 S. W. 86TH TERRACE- PHONE MIAMI, FI_ 33193 FAX# : TERMS : SEE NOTE #2 SHIP ADDRESS: 9935 N. E. 13TH AVENUE MIAMI SHORES, FL 33138 MIAMI—DADE COUNTY PROJECT : SILVEIRA ADDITION --------------------------------------------------------------------------------- WE PROPOSE 1-0 MANUFACTURE AND DELIVER FOR THE. ABOVE JOB (S) AS PER APPROVAL OF OUR SHOP DRAWING ---------------------------------------------------------------------------------- BID/PROPO SAL# +0490 TRUSSES ACCORDING TO: PLANS FOR: ADDITION FOR M/M FABIANO SILVEIRA PLANS BY : J. C. D. ARCHITECT, INC. RCVD SHEETS A--1 THRU A-13, P-1, P—:_, S-1 TH RU S-1 L=, 5--3A REVISED 8/31 /15 LOADINGS TCLL 30 LBS, TCDL_ 15 LBS, BCDL 10 LBS ASCE 7-10, 175 M. P. H. GUST WINDS NOTES #1 ) TRUSSES TO BE MANUFAC'T'URED W/SOUTHERN YELLOW PINE LUMBER. #2) 50% DEPOSIT REG!' D = $5, 477. 00 AT THE TIME CONTRACT IS ACCEPTED ALONG WITH A COPY OF THE RECORDED NOTICE OF.... COMMENCEMENT, REMAINING BALANCE DUE PRIOR TC- MANUFANr-L4 1NG.•-.-:- #3) TRUSSES TO BE 24" O. C. #4)CUSTOMER 1-0 VERI`P Y •EX I��q_tN;3 •� DIMENSIONS. #5) PRICE DOES NOT INCLUDE TRUSSES'WER MESTER •••••• BEDROOM & BATHROOM #6) TO REPLACE CONTRACT PkUMP;AL DATED :....: .... .... . . 9/15/15 FOR PRICE UPDATE. •....' ..... ...... .. . ..... .. .. .. . 0'0.0.0 0000.. 0000.. .. 0000 SUM (S) OF 10, 288. 00 UNLESS THIS QUOTATION IS ACCEPTED ON OR BEFORE SALES TAX 687. 28 30 DAYS, DECO CANNOT" GUARANTEE PRICES AND/OR AMOUNT DUE 10, 9.55. 28 DESIRED DELIVERY DATE. UPON ACCEPTANCE, THIS PROPOSAL IS SUBJECT 1'0 THE STANDARD TERMS & CONDITIONS. AL_1__ TERMS AND CONDITIONS PRINTED ON THE REVERSE SIDE QEOF SHA L BECOME A PARTOF T-HIS CONTRACTAND SHALL. BIND F'faR"T'TES UPON F'ROF'ER UT' 0 THIS DOCUMENT APPROVED AND ACCEPTED BY ACCEPTED V t PPR( E BY DECO AT /I- DATETHIS C T ,t� I S VALID UNLESS COUNTERSIGNED BY CORPORATE OFFICIAL_ TERMS AND CONDITIONS Ur SALT; All trusses will be constructed according to the plan and engineer's detail which Deco Truss Co., inc.,(Seller)will submit to the builder or Purchase' for his/her approval. Once approved,all claims that the trusses are improper or incorrect in any way are waived. All merchandise sold hereunder or delivered to Purchaser herein as extras shall remain the property of the Seller,Deco Truss Co.,Inc.,until Seller has been paid in full. it is agreed that if it becomes necessary to collect any monies due to Deco Truss Co„ Inc. through an attorney purchaser hereby agrees to pay all costs of such collection,including a reasonable attorney' fee. Venue and jurisdiction in any case directly or indirectly related to this agreement shall be in the Courts of Miami-Dade County,Florida and the right to trial by jury is waived by both Seller and Purchaser. In the event of price increases to Seller on any goods or materials involved in this order,the Seller's price to Purchaser shall be increased accordingly.Seller can not hold prices or guarantee prices after the delivery date on contract. Failure to accept trusses in said time may result in a price increase to Purchaser_ Trusses will be delivered to job site only and will not be erected on,or placed inside of,the building by Seller at any time.The Purchaser"Builder"is responsible for supplying a crane if one is needed to unload oversized trusses. Purchaser and/or Agent do not hold Seller responsible for any damages that may occur to Structures. fences,yard etc.at job site if truck driver is told and/or instructed to enter job site. Purchaser and/or Agent are responsible to insure trusses can be delivered into property without damage to trusses,Seller's vehicle or structures on property. Truss Orders are Special Orders.Seller"Deco Truss"will NOT REFUND Deposits on Truss Orders if canceled afler drawings commence. Seller warrants only that at the time of shipment the Trusses/Building Materials sold hereunder will be as described in this invoice. There are no other warranties, (expressed or implied)by Seller and any claims for breach of warranty are waived by Purchaser. Under no circumstances will the Seller be liable for prospective profits&/or for special,indirect or consequential damages and any such claims are hereby waived by Purchaser. In addition,he Purchaser waives all claims against Seller for damages by reason ofdelay in deliveries. Purchaser agrees to hold harmless and indemnify Deco Truss Co.,Inc.,for any damage done during delivery if delivery is made inside curb Une. This includes,but is not limited to,any claims or damages relating to loading or assistance with loading at Seller's facilities and delivery to sidewalks,driveways,sprinkler systems,drain fields,sewer lines,lawns,lawn ornaments,fences,water lines,gas lines,phone tines,electric lines or septic tanks. ifpayment on this order is not made when agreed,interest will be charged thereafter at the rate ofeighteen(18%)percent per annum on the unpaid balance. Your failure to make payments according to the provisions of this invoice will entitle us,at our sole option,to: (1) defer further shipments of materials until such payments are made; (2) to declare this entire contract broken by you and terminate this contract (3) to retake possession of any shipment already made. Notwithstanding anything else to the contrary and regardless of which option is selected by Seller,Purchaser will still be liable to Seller for the full amount due on this sale. Should your financial responsibility during the life of this contract become unsatisfactory to us you shall, upon our written demand forthwith,give to us security satisfactory to us for full performance of this contract;and,upon your failure to do so,we shall exercise our right to declare this contract broken by you and terminate this contract. Upon our declaring this entire contract broken by you for nonpayment or for failure to give the aforementioned security,you agree to pay us at once all monies due under this contract had it been completed,all costs of materials already manufactured or ordered for this contract,all manufacturing costs pertaining to this contract and all other damages sustained by us as it relates to this contract. We are not responsible for the design on those jobs for which we prepare Truss Placement Drawings from designs furnished by others. Purchaser waives all claims and releases Deco from any and all claims arising fi•om or relating to materials that were purchased by Deco Truss Co., inc.,which were used to make the ••T"ges. •••• • • • • • 0 •• •No representations shaft bind us unless incorporated in writing herein,and no modifications or additions to the terms herein shall bind us unless given in writing by us •0.0• •• 000000 at our Home(St�ice and accepted rrawrrhng by Seller's home office. :0600: 0 000000 • ABertlelivery orftht4tems purchaseb ke•ein to the job site by Deco Truss Co.,Inc.,as herein provided,the purchaser will assume full responsibility therefore,whether 0 ar rob the purcliiwwpre his ageawpacj,employees shall be on the job site to receive the same. After delivery to the job site the purchaser shall indemnify and hold 0 0 DITLess Deco Tru,%Co.,lnc.,a jipst ill claims and actions by third persons arising out of damage or injury(including death)to persons or property caused by or sus:ained in cenrectios with the items sold and delivered under this Contract,or by conditions created thereby including but not limited to attractive nuisances. The 0;purchaser agrees to defend all such•clauns or actions against Seller. Purchaser agrees that seller may employ attorneys of its own selection to appear and defend the Claim or action otfbehalf of sella!tAll.urchaser's expense. Seller at its option shalt have the sole authority for the direction of the defense and shall be the sole judge •.o*4macceptabi4ity ofany compromise art settlement ofany claim against Seller. ••••0 • • • • • • 0•"da.t ofany claim against Selert'ord tfect in material,a written notification illustrating such defect must be submitted to the Seller within ten(10)days after receipt of shipment for S•ITer b even considoer making a voluntary correction. Seller,at its sole option,may have thirty(30)days from the date of receipt of such notification to inspect andodetertIne if it elects to make a voluntary correction with respect to said allegedly defective material. Purchaser shall have no right to deduct the amount ofany claim it may have against Seller from the amounts due to Seller,under any circumstances. Seller shalt in no case be liable for failure to deliver,or delays in delivery of,all orders occasioned by strikes,lockouts,labor difficulties,riots,interfeences by civil or military authorities,whether legal or de facto,fire,storms,accidents at the mill,car shortage,embargoes,orders given priority by any public authority,or other causes oflike or different character beyond the control of Sellerand my such claims,ifim are waived by Pt:rchaser. Contractor,Builder,Homeowner or any other party purchasing trusses,are advised to familiarize themselves with the latest copies of ANSI1TPI I &ANSiITPI 1-2007 or newer version.No plans or specs sha;l prevail over The Wood Truss Council of America(WTCA)or The Truss Plate Institute(TPI)with respect to design issues which may arise hereunder. Any issues regarding design will be governed by the Truss Plate Institute and Wood Truss Council of America. By signmg/accepting this contract The Purchaser(owner and/or contractor,as the contractor and as the owner's representative)agrees to hold harmless and indemnify Deco Truss Company,inc.,its officers,its engineers and employees for the responsibility of the overall design of this project and/nr the failures that may occur by the use of the trusses,on said pr0jecL It is also understood that Deco Truss is only responsible for the design of the trusses,not for the design of the structure. As part 017your contract price,Deco Truss Co.,Inc.,supplies (3)Sets of sealed plans,(2)Sets of sealed engineering,plus (1)Calm^of both. Additional copies are available at an additional cost. Deco Truss Supplies all Truss to Truss Connections,except Hip Assembly Connections(Skewed Hangers,Hurricane Clips etc.)Special Connection Hangers(Hangers that exceed standard designs)are not supplied By Deco Truss,however sealed engineer drawings will be provided,customer must have them made as per supplied engineer drawings,supplied by Deco Truss's Engineer.All Connections that are NOT Truss to Truss must be spvcified,per code by the building designcr GDT GROUP 323 NE 211 TERRACE MIAMI, FL 3379 PH: 786-3950107/954-3769038 CONTRACT Client: GD Art Construction/Construction Developer Group Job Address: 9935 NE 1P Avenue Description: General renovations Date: 2/1/16 • FRAMING, DRYWALL AND FINISH. PLANS WILL BE CHANGED. ADDITION NOT TO BE BUILT OR MASTER BATHROOM • Install all framing according to approved plans o Build framing for walls and ceilings metal studs 35/8", tracks 1 5/8" 25 gauges o Metal studs 35/8" o Tracks 1 5/8" o Furry 000 o=:.ALL`Insulation material AND INSTALLATION. ." o Screws �•"• ••••" o Metal partition labor$3,000.00 • • Install new drywall in walls and ceilings (green and durock for bathroomt as per ...... code) •....• •....• 0 2.1- White drywall 1/2" '••' "" 0 2.2- Green 1/2" .. .. .. .• ...... 0 2.3- Durock ...... 0 00 0 2.4- Drywall screws . . . . ...... o 2.5- Durock screws 0 • • • Finish, plaster all ceilings and walls level 3400:06 o 3.1- Plaster compound tanks •• • o 3.2- Durabon 45 o 3.3- Metal corner bids 2 boxes 0 3.4- Sand paper#100 0 3.5- Sand paper#120 • Stucco whole house exterior walls 0 4.1- Sand 4 yds($40/yd) 0 4.2- Stucco mix unsanded 0 4.3- Bonding 10 gal ($50/5gal) 0 4.4- Fiber 4 bags ($7/bag) 0 4.5- Plastic corner 40units ($5/each) o -STUCCO LABOR INCLUDED Drywall, Plastering Labor$5,500 Total: $18,840.82 Permits: Cost of plans, permit fees or processing costs are not included; ees or posits required by the City of Miami Shores not included. ; > Edmundo Gerez Hernan Tortu . . .... ...... 00 ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... . . . . ...... . . .....• .. . •... 0..* . 1 STATE OF FLORIDA _ DEPARTMENT OF BUSINESS AND-PROFESSIONAL REGULATION CONSTRUCTION,-INDUSTRY,LICENSING-BOARD + '� ,15 TTh&GENERAL CONTRACTOR" '-y +� , - _ ` -. ` �'` '`a.-� ''� '� _rNamed'below IS CERTIFIED . 9. Z-4.-U-6�therovisions of;Chapt6^48 EpUG'3pra ,dateA1, 201 . l; -t a �J'`Y*,: •. ;yy a. _�t7'.f-{4y�� a� � µ _ _w ,�� 1� �elYy rt��. ; r , � � `'"y ,y,�*�*��� IS INNIS YY ' ASMAN; GUSTAV4 AD IRA '' "°y-.-„- ",::.� _,'. a-_ ..h , .''..., ,-... • CQNSTR;UCTION�DEVEL`Oi ER GR0UP pE,)RP, T� `= `20381 NE.30TH'A�EIVUE ,�AUENrTUR'A .,-FL•331:80`• ,•dM - ter►' j ,(I ��+4 .. 4.�. �� � � ~ �� LN } ISSUED: 06/12/2014 DISPLAY AS REQUIRED BY LAW SEQ# X1406120001087 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY LBT 6178453k, �_j BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES WNSTRUCTION DEVELOPER GROUP CORP RENEWAL SEPTEMBER 30, 2015 20381 NE 30 AVE 414 6442891 Must be displayed at place of business AVENTURA FL 33180 Pursuant to County Code ' Chapter 8A-Art 9&10 OWNER SEC.TYPE OF BUSINESS — CONSTRUCTION DEVELOPER GROUP 196 GENERAL'BUILDING CONTRACTOR PAYMENT RECEIVED CORP CGC1504895 BY TAX COLLECTOR Worker(s) 1 845.00 07/22/2014 CHECK21-14-030698 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. For more information,visit wNrww miamidade.gov/taxcotlector CERTIFICATE OF LIABILITY INSURANCE GATE(07//33010/1155 `�- 07 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). _ _. .—'. CONTACT PRODUCER NAME: First Class Insurance Market rI PHONE,E 11: (305)441-2997 FAX N„); (305)441-6443 4101 NW 9th Street ADDRESS: rcimc• aol.cnm Miami,FL 33126 INSURER($)AFFORDING COVERAGE NAIC it I Phone (305)441-2997 Fax (305)441-6443 INSURERA: ATLANTIC CASUALTY INS COMPANY I INSURED INSURER 8: I CONSTRUCTION DEVELOPER GROUP CORP INSURER C: 20454 W DIXIE HWY INSURER O: INSURER E: AVENTURA,FL 33180 INSURER F:COVERAGES CERTIFICATE CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED EELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I R TYF INSURANCE ADDLSUBR POLICY EFF MMIDDM'YY) LIMITS LT PE O (POLICY EXP R IN$R 4WD, POLICY NUMBER (M.UC YYYI, GENERAL LIABILITY EACH OCCURRF.NCF S 1.000,004.00 _ DAMAGE TO RENTED S 100,000 00 COMMERCIAL GENERAL LIABILITY PREMISES(Ea oc.arrancy) _. I lI CLAIMS-MADE [-/—, OC.CUR078715 07/0912015 07/09!2016 1' 1ED EXP(Any one perscr; c 5,000.00 A PERSONAL R ADV INJURY S 1,000,000.00 j- GLNLRAL AGGREGATF S 2,000,000.00 GENE AGGREGATE LIMIT APPLIES PER PRODUCI S-COMWOP AGG S 2.000,000.00 POLICYI PRO- Loc S -- JECT COM31NED SINGLE LIMIT AUTOMOBILE LIABILITY _.IEa acorent) ( ANY AUTO BODILY INJURY(Per person!- S ALL OWNED SCHEDULED BODILY INJURY(Per ecpdenll i... AUTOS AUTOS PROPr.RTY DAMAGE NON-OWNED Per acr Rant) S HIREDAVTOS AUTOS t C - S L. UMBRELLA LIAR J OCCUR EACH OCCURRENCE S I EXCESS LIAR J CLAIMS-MADE AGGREGATE S r"" 5 F DED Li RETENTIONS , TU- WORKERS COMPENSATION TORYLIMITS i.. ERIE AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNERtEXECUTIVE E L.EACH ACCIDENT S OFFICErbNEMBER EXCLUDED^ N I A j(Mandatory in NH) _E L DISEASE--EA EMPLOYEE S j If yyes desc1be muter F.L DISEASE POLICY LIMIT S I 0 SCR(PTICN OF OPERATIONS below A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) 1 CGC1504895 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department THE EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED IN E WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave. Miami Shores,FL 33138 AVTHO REPRESt TATIVE ©19 8-201 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)OF The CORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW*" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/12/2014 EXPIRATION DATE: 7/11/2016 PERSON: ASMAN GUSTAVO FEIN: 043709495 BUSINESS NAME AND ADDRESS: CONSTRUCTION DEVELOPER 20381 NE 30TH AVE#414 AVENTURA FL 33180 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...appy only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the fling of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 CONSTRUCTION DEVELOPER GROUP. 20381 NE 30`h Ave.#414,Aventura, FL 33180 PH:305-878-4688 FAX:786-265-6263 07/30/15 State of Florida County of Miami Dade Before me this day personally appeared Gustavo Asman who, being duly sworn, deposes and says: That he will be the only person working on the project located at 9935 NE 13t' Ave. Miami Shores, FL 33138. Sworn to and subscribed before me this 30 day of July 2015, by Gustavo Asman. Personally Kno OR Produced Identification( Type of Identification Produced JOSEFINAGEREZ Notary Public-Stott of Florida. MY Comm.Expires Sep 30.2018 'N Commission I FF 164325 Bonded through National Notary Assn. Print, Type or Stamp Name of Notary OR S 1140 1 Lr l,,, ,,,,,� Miami shores Village L� �� Building Department ORIDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: v Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this o day of _S n-P— 20�S . By �UU' ' UVB� U t I l� ho is personally known to me or has produced as identification. Notary: SEAL: :=o�"""°`a�-- CARMEN ESTHER JUSINO "; �_. •s MY COMMISSION#FF046931 (407)398-0153 Floddallotary8ervice.com M IAM FDWDE MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 09,2015 LOCAL BUSINESS TAX RENEWAL 6178453 2015 -2016 APPLICATION RECEIPT.6442891 STATE#CGC1504895 DBA/BUSINESS NAME: BUS.COMMENCEMENT DATE:02/01/2008 CONSTRUCTION DEVELOPER GROUP CORP SEC TYPE OF BUSINESS BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR 20381 NE 30 AVE 414 1 AVENTURA,FL 33180 OWNER/CORP. APPLICATION DETAILS CONSTRUCTION DEVELOPER GROUP CORP FEE AMOUNT PHONE# 305-936-9802 Receipt Fee 30.00 UMSA Fee 0.00 20381 NE 30 AVE 414 Beacon Council Fee 15.00 AVENTURA,FL 33180 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi-Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 NTransfer Fee 0.00 AICS CODE: 2389 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 45.00 TOTAL AMOUNT DUE: 0.00 ................................................................................................................................................................................................................................................................................................................. If no longer in business, please notify us in writing. To pay online go to www.miamidade.aov/taxcollector Review and correct the information shown on this application. To pay by mail, make check payable to: Miami-Dade County Tax Collector A 25%penalty will be assessed to anyone found operating Business Tax without a paid local business tax, in addition to any other 200 NW 2nd Avenue penalty provided by law or ordinance(Sec 8A-176(2)). Miami FL 33128 To pay in person go to: A Certificate of Use and/or City Business Tax 200 NW 2nd Avenue Receipt may also be required. (305)270-4949,fax(305)372-6368 A service fee of not less than$25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t ................................................................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY- DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT i N/A October 09,2015 STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL 61784 BUSINESS APPLICATION l II Ili it IIIIIIIIIII I IIIIII Ill�lllr RECEIPT. STATE I #CGC11504895 BUSINESS LOCATION: 20381 NE 30 AVE 414 AVENTURA,FL 33180 BUS.COMMENCEMENT DATE:02/01/2008 SEC TYPE OF BUSINESS OWNER/CORP. BLDG1 GENERAL BUILDING CONTRACTOR CONSTRUCTION DEVELOPER GROUP CORP 1 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON.I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT. I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. CONSTRUCTION DEVELOPER GROUP CORP GUSTAVO ASMAN 20381 NE 30 AVE 414 SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE AVENTURA,FL 33180 Please pay only one amount.The amounts due after Sept 30th include penalties per FS 205.053. If Received By Oct 31,2015 Nov 30,2015 Dec 31,2015 Jan 31,2016 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000006442891201600000004500000000000009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL �' f Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245852 Permit Number: RC-2-15-375 Scheduled Inspection Date: October 19, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: MARIANA JULIA LIVORS, FABIANO Work Classification: Addition cu vCion nr-i m no Job Address:9935 NE 13 Avenue Miami Shores, FL 33138-2634 Phone Number Parcel Number 1132050090470 Project: <NONE> Contractor: CONSTRUCTION DEVELOPER GROUP CORP Phone: (305)215-1988 Building Department Comments NEW ADDITION Infractio Passed Comments INSPECTOR COMMENTS False 07/05/2015 AS PER GENERAL CONTRACTOR DO NOT TAKE IN PLANS UNTIL OWNER SUBMITS CHANGE OF CONTRACTOR. S.A Based on the infoiniation povided to date 1,e scove of vvoik does not constitutes a substantial improve .Inspector Comments � � has been appro the0onkee TFC AS REINSPECTION FOR INSP-245744. CREATED AS demolition only, provided the s a TION FOR INSP-245633. Missing electrical bonding te cover on steel not per code As per the market value provi illia '�.P& , SRA Spb[lorida Cert. Res. RD 1480 o AP RAISALFIRST REALSTATE APPRAISERS, I cayne Blvd, # 211 Miami Florida 33132 the huald*ng valu 1,for this project is '68'FaSilon Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 16,2015 For Inspections please call: (305)762-4949 Page 26 of 32 NELCO TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: HON General Contractors Date: October 14, 2015 12205 SW 151 Street # 209 Job: D- 1510102 Miami, Florida 33186 Project Name: Residence Project Location:j 9935 NE 13 Avenue, Miami, FL PROCTOR DATA Proctor Max. Dry Optimum Soil Description No. Density (pef) Moisture (%) 10673777- 06737 Greyish Sand W/Traces of Gravel 109.8 1 10.8 Required Compaction % 95 % Test De th Penetration inches : 12" FIELD DENSITY TEST RESULTS Test Proc. Test Location Lift No. Dry % % Result No. No. Density Moist. Comp. �I 1 106737 Southeast Area of Footing Footing 105.3 9.0 95.9 Pass 2 106737 Center Area of FootingFooting 105.0 8.6 95.6 Pass 0 106737 Northwest Area of Footing Footing 104.5 9.2 95.2 Pass 00 00� 0000 00 Comments: 1 k Vina a ar N4k Bal-14- Professional Professinal Engineei No.63107 t, State of Florida 13370 S.W. 131 Street,Suite 105,Miami,FL. 33186 (305)259-9779 U.S.DEPARTMENT OF"OU81NG AND UASAN DEVELOPMENT HOUS114104 WAL HOUSiNG COMMMIONER TERMITE sOiL TREATMENT GUARANTEE PURPOSE: FMA Form 2052NA.Form 20-3975 is submitted for proposed construction cases when soil trostment is apocifled by the bufider or required by the FHA or the VA. li provides a uniform guarantee of termite.soil treatment and assure$ the homeowner that the chemicals used, their concentration, and method-and rate of application comply with all applicable FHA standards. PREPARATION, The builder completes this form. An original-and two copies are prepared and sent to'the mortgapse Upon campletiOn of the Boit poisoning work. The mortgagee sends one copy to the local FHA insuring Woe or VA office prior to final inspection, whom it is flied In the case binder.'The original and one copy are (stained by the axwtgageewho pravtdsa the mbrtgagor with the orlg?nat at closing. Form 2052/26-4975 Is *headed In• by the builder with the FHA/VA case number, street address of the,proporty, legal description of the property. name of the city and state, The tower portion of the form is•fflIKIn with the-date of treat- "Mont; applicator's firm name, signature, title and date; license number of the applicator, when a tioenso is`requtred by state regulations; builder's firm name, signature, title of person signing and date of signing; chemical used , percent of concentration of the chemical id solution; and method used -- $op mixed, rodded, pressure sprayed, ate. itot.ies o2 ftvventive Treatu mit for teratites, An roquirad by P2=Ld& Buil dfts 00ft 09C) 104.a.s L(X". TKM OF PRl)PfiFriY Ogren Addi*sa, CJ(YinJd.Statgi lh4AMA 0ASE WJMBF.R z:, , LeGAL DEsopin ON OF PwOPFA"TY ^ fNa uadersignod builder his s ccessors or assigns, does hereby guaranis o tits mortgagor, his suecessom or assign e, that the soil has been treated on the above-designated property and that the chemical us".In the tnatmefft, Its con_ eentration. rate. method, and location compiles in every respect wits►the current standards of the Federal Housing Administration as contained In Its Minimum Property Standards for One and rre t.i ane Units. The builder hereby agrees that, If termite infs$tation should occur within a period of five ysus•from.the data of treat- ment In the building an the designated property, without cost to the mortgagor h;F will retreat the sop in substantial conformamm with the Federal housing Administration standards in off* ct at the time of original treatment, or at the option of the builder he may use the standards in'effoct at the time of retreatment. The builder further 49ross to repair all construction damage by tbrmitee within the one year builder's warranty period. This agreement that the property be retreated is not to be considered as a waiver of legal remedies the mortgagor may have against the•builder. If'within the guarantee period the validity of an infestation claim is questioned by the builder, the elaifft will be subjected to Investigation by a recognized entomologist agreeable to the mortgagor and builder. The entomologist'* certification will be accepted as the basis for disposition of the toss. The cost of tnapet tions mads to test the aiatrn wili,be borne by the btlllder. If the claim Is determined to be valid. or by the mortgagor If the claim is Invalid. If,'during the term of this guarantq, additions or afterations are made which affect the structure dnd croati.naw termite hazards, or interfere with the chemical protective barrier, this guarantee will become null and void. OATS OF TP&A"MENIr OF DUJ DEft OHEMICAL U$EO BY(8VrftVWi oe E r , 06NOEN'iPAMN DATE .IE AI%PUCXTioN - A OF IaErHoa SOa TREATS APPUCATM LICENSE Wide R cow JIM is regt�d }Roaldsa4 Sat n6w, 461 by sal+r"uMftn) �[lA1.i��'� ��f31liC�S DATt: . 9Y'l +ry TITLE /D _VV S�oREs Miami Shores Village N y► 10050 N.E.2nd Avenue Egli uu� Miami Shores,Florida 33138 ..,.,.w �� Tel:(305)795.2207 Fax:(305)756.8972 ro �ZORIDp' January 28,2016 Fabiano Silveira Aguilar Maria Julia Livore 9935 NE 13th Ave. Miami Shores, Florida 33138 Re: Permit RC-2-15-375 Dear Mr. Aguilar and Mrs. Livore, I have reviewed your recent application for the revision to permit RC-2-15-375 submitted on January 22, 2016. The revise plans you have provided do not reflect a reduction of the scope of work for the repair and addition of your existing home. As you know the building is located in a mapped Special Flood Hazard Area. As required by our floodplain management regulations and/or building code and based on the information provided on the plans and information provided by Mr. Gustavo A. Asman the qualifier for Construction Developer Group Corp. I have determined that the cost of the renovation and the addition equals or exceeds 50 percent of the market value of the existing building prior to the start of construction. As a result of this determination,you are required to bring the building into compliance with the flood resistant provisions of the Code of Ordinance of the Village of Miami Shores and of Section R322.3 of the Florida Building Code,Residential 2010. We would be pleased to meet with you and your designated representative(architect/builder)to discuss how to bring your home into compliance.There are several aspects that must be addressed to achieve compliance.The most significant requirement is that the bottom of the lowest structural member should be one(1)foot above the base flood elevation (BFE). The structure as defined in the regulations and code must be elevated as required under section R322.3.2 of the Florida Building Code-Residential,2010. Please resubmit your permit application along with plans and specifications that incorporate compliance measures. Construction activities that are undertaken without a proper permit are violations and may result in citations, fines, or other legal action. Sincerely, C- Z/,Y / Ismael Naranjo, BO, CFM Building Director. SNoR-& G Miami Shores Village 7- 10050 N.E.2nd Avenue moll nn�M Miami Shores,Florida 33138 - � � Tel:(305)795.2207 Fax:(305)756.8972 , RiDA January 28,2016 Fabiano Silveira Aguilar Maria Julia Livore 9935 NE 13`h Ave. Miami Shores, Florida 33138 Re: Permit RC-2-15-375 Dear Mr. Aguilar and Mrs. Livore, I have reviewed your recent application for the revision to permit RC-2-15-375 submitted on January 22, 2016. The revise plans you have provided do not reflect a reduction of the scope of work for the repair and addition of your existing home. As you know the building is located in a mapped Special Flood Hazard Area. As required by our floodplain management regulations and/or building code and based on the information provided on the plans and information provided by Mr. Gustavo A. Asman the qualifier for Construction Developer Group Corp. I have determined that the cost of the renovation and the addition equals or exceeds 50 percent of the market value of the existing building prior to the start of construction. As a result of this determination,you are required to bring the building into compliance with the flood resistant provisions of the Code of Ordinance of the Village of Miami Shores and of Section R322.3 of the Florida Building Code, Residential 2010. We would be pleased to meet with you and your designated representative(architect/builder)to discuss how to bring your home into compliance.There are several aspects that must be addressed to achieve compliance.The most significant requirement is that the bottom of the lowest structural member should be one(1)foot above the base flood elevation (BFE). The structure as defined in the regulations and code must be elevated as required under section R322.3.2 of the Florida Building Code-Residential, 2010. Please resubmit your permit application along with plans and specifications that incorporate compliance measures. Construction activities that are undertaken without a proper permit are violations and may result in citations,fines, or other legal action. Sincerely, 01/--Z Ismael Naranjo, BO, M Building Director. ♦SNoRFs Grp Miami shores Village Building Department �NrES 1N p► 10050 N.E.2nd Avenue L0 Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:2(')s-- 3 '�J DATE: ❑ Contractor M Owner Architect Picked up 2 sets of plans and (other) Address: �3 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin department to continue pe itting process. Acknowledged by: i PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: C16, CONSTRUCTION DEVELOPER GROUP. 20381 NE 30th Ave,#414,Aventura, FL 33180 PH:305-878-4688 FAX:786-265-6263 08/26/15 Miami Shores Village Attn: Ismael Naranjo, Building Officer Re: 9935 NE 13th Ave, Miami Shores, FL 33138 This letter is to request an early start permit for the address mentioned above. Under Construction Developer Group, the process number for the master permit is RC15-375. Please contact me if you have any questions. Gustavo Asman. Personally Know OR Produced Identification r Type of Identification Produced-DL A S S z Q l S'RZy 2—'0 z"p ; ASEFINA OERU NOWY Pubik-State of Florida,tilt'Comm.ExpirySep 30,2010 Commlelion 0 FF 164325 JCD ARCHITECT, INC A.A. #26001 560 1385 CORAL WAY 5U # 407 TEL.#(305)285-4343 MIAMI, FL 33 145 FAX#(305)285-4330 August 26, 2015 Village Of Miami Shores Bldg Dpt. 10050 NE 2nd Avenue Miami Shores Fl Address: 9935 NE 13 Avenue, Miami Shores Fl Owner: Fabiano Silveira Permit#RC-2-15-375 CERTIFICATION The undersigned Juan C. David, Architect of records for the above mentioned property certifies I have been reviewed the estimate presented to Mr. Fabiano Silveira from GD Art Construction Inc. and I can attest from the best of my knowledge that prices falls in the average construction market range If you have any question don't hesitate to call my office, we will more than happy to assist you Sincerely W015 Juan C.David AR# 15344 FULL ARCHITECTURAL SERVICES cs RESIDENTIAL cas COMMERCIAL es CUSTOM DESIGN (S LEED CERTIFICATION J U A N C DAV I D Q JC DARC H rTECT.COM G,D Art Construction Inc. CONTRACT This is a contract between Edmundo Gerez for GD Art Construction Inc. (Developer) and Fabiano Silveira, (Owner) for work on his house located at 9935 NE 13th Avenue, Miami Shores- Florida, 33138 as described in the plans, estimate, and specs, which we provided to you in our bid on June 18' 2015 and which are attached to this agreement; but primarily consist of construction of an addition, general renovations, remodel and i�provements (the Works). The Developer will carry out the Works in accordance with the plans, estimates and specs and in line with the timetable and dates set out below. In carrying out the Works, the Developer will exercise the skill, care and diligence of a professional developer experienced in this type of project.and will use materials, goods and workmanship of a good quality and which are appropriate for this type of project. The Developer shall at no time accept instructions in relation to the Works from any person other than the Owner. The total cost of the Works to be performed will be $283,850.00 subject to change orders requested by the Owner, and any extras, or additions approved in advance by the Owner but excluding any extras or additions caused by errors or negligence of the Developer in estimates, and specs prepared by the Developer. CHANGES: The Owner or Developer may make changes in the contract only with WRITTEN approval and acceptance by all. The changes will be requested on the "Change Order" forms supplied by the Developer and will be reflected in the reporting to be supplied by the Developer to the Owner. TIME: This Works will commence on July 20th,2015 upon completion of this contract or as soon as permits are approved by the City of Miami Shores and will take approximately 7 months after building permits are obtained from the City of Miami Shores with a target completion date on or before February 20th,2015.The Developer is responsible to provide the necessary licenses in order to enable the Owner to obtain the required permits for the construction of the project. If the Developer is delayed in the progress of the Works by an act of neglect of the Owner, architect, or changes in the Works, or by labor disputes, permitting issues, fire, weather, unusual delay in transportation, or due to unavoidable causes beyond the Developer's control, or by any other cause which justifies the delay as agreed upon by the Owner, the time of completion shall be extended for a reasonable time but must be jointly agreed upon b1+etween the Developer and Owner.The time may also be extended for the benefit of the GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone.(305)439-8788 Fax:(305)865-4956 F*truil:felipePadartconstrtiction.com i I I Owner, if such extension is reasonable, necessary, and will not cause a hardship on the )l�eveloper.Time is of the essence as to the performance of this contract. PAYMENTS: The total cost of this contract is $283,850 This agreement will be executed and invoiced as per the Phases below upon Owner acceptance and signature per Phase. No Phase may be started until prior Owner acceptance. The contract will be initiated upon signature of this document by the Owner and the Developer and upon rLeipt down payment of$15,000.00 by the Developer. The Developer will provide bi- weekly written reporting reflecting the status per line item and will include but will not be limited to: Description of Work, Scheduled Value,Works Completed from Previous Applications,Works completed this Period,Materials Presently Stored, Total Completed and Stored to Date, %of Completion,and Balance to Finish. The Phases are as follow: I PAYMENT SCHEDULE: Phase A. Payment 1 $15,000 Payment 2 $25,000 Phase B. Payment 1 $28,000 Payment 2 $17,000 Phase C. Payment 1 $35,000 Phase D. Payment 1 $15,000 Payment 2 $20,000 !�ase E. Payment 1 $34,125 1 Payment 2 $34,125 Phase F. Payment 1 $17,000 Payment 2 $10,000 Phase G. Payment 1 $18,000 Payment 2 $15,600 Some items are not described in this contract but may be included as per the approved proposal and may be done during any of the Phases listed above upon instruction by the Owner. THE OWNER WILL SUBCONTRACT some items listed on the table spreadsheet attached and such items will be part of the MASTER PERMIT related to this contract but excluded in cost. MIENS: Lien release forms will be furnished to the Owner for the Works performed or material supplied by contractors or sub-contractors,only if requested by the Owner. The GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 Email: 1i eQadartconstruction.com I Z'ioZ�r will indemnify the Owner against any losses arising from claims of materials, labor relating to this construction project. I , IVSE OF PREMISES: The Owner will permit the Developer to use, at no cost to the I�eveloper,existing utilities such as lights,heat, power, and water reasonably necessary for the carrying out and completion of the Works. I . PROTECTION OF WORK AND PROPERTY: The Developer shall protect all his work and the Owner's property from injury or loss arising in connection with the contract And its performance. The Developer will correct and pay all costs associated with any such damage,injury or loss,unless caused by the Owner,or due to causes which are not the fault of the Developer or are beyond his control. DEVELOPER'S LIABILITY INSURANCE: The Developer or the General Contractor appointed by the Developer shall have purchased and maintained such public liability and property damage insurance that will protect him from claims which may arise out of the result from the Developer's operations under this agreement,whether such operations be by himself,by any subcontractor,or by anyone directly or indirectly employed by any of them. Promptly upon request by the Owner,the Developer shall provide the Owner with copies of its insurance policies referred to in this contract. It will be the Owner's responsibility to maintain adequate homeowner's insurance for the increased value of the project and against theft. CONTRACTOR: The Developer may sub-contract the following contractor in connection with the completion of the Works, provided that the contractor holds appropriate insurance and that the Developer shall at all times remain fully liable for the completion of the Works and performance of the Developer's other obligations under this contract: Name:Construction Developer Group Corp. �ddress: 20381 NE 30 AV.#414 Aventura,FL 33180 Telephone: 305 4398788 entail: glassdcm@hotmail.com Contractor License Number: CGC1504895 ARRANTY: The Developer will warrant all contract Works and materials and agrees 'to correct any defects due to faulty materials or workmanship and pay for any damage to other work resulting therefrom,for a period of one year from the date of completion.The 1Owner will give notice of observed defects with reasonable promptness. 1 MERFORMANCE STANDARDS AND REQUIREMENTS: It is recognized that the Works to be done under this contract are remodeling work on a structure which is not ,new and which may have existing or incipient code violations, problems or defects not Visible at the time.Application of the following standards are,therefore,to be adhered to as much as is reasonably practical. (Specifications of materials by brand name establish standards of quality, for which 1s GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 F_mail:felipe@gdartconstruction.com s}�bstitution of materials equal in like quality and utility may be made subject to the Owner's approval. Similarly, standards of workmanship establish standards of quality, which in the case of remodeling, may be met or exceeded by other standards if workmanship is equal in quality and utility. 'lhe intent of these performance requirements and standards is to avoid economic waste, which in certain cases may be created by blind adherence to the standards of workmanship set out in this contract. TERMINATION AND SUSPENSION: If the Developer: (a) without reasonable cause suspends the Works or fails to proceed regularly and diligently with the completion of the iWorks or to perform the Works to the standard required by the Owner,or(b)is otherwise n breach of its obligations under this agreement, then the Owner may notify the Developer of the same and require the Developer to remedy such events.If the Developer fails to remedy such events within 5 business days from notification,then the Owner may t rminate this agreement. If the Owner terminates this agreement in accordance with this clause,then the Owner shall pay a fair and reasonable proportion of the costs of a Phase, which at that time has been started but not completed, upon provision of satisfactory documentary proof of the incurring of such costs. The Owner may also at any time suspend and subsequently instruct the recommencement I f the Works. If the Owner suspends the performance of the Works for more than 5 business days,then the Owner shall pay a fair and reasonable proportion of the costs of a Phase, which at that time has been started but not completed, upon provision of satisfactory documentary proof of the incurring of such costs. If the temporary suspension of the Works by the Owner causes the Developer to miss the target completion date set out above,this shall not be grounds for the application of the penalty Iset out above. TRANSFER OF CONTRACT: The Owner shall be entitled to transfer this agreement or assign its rights under this agreement to any other person upon notification to the Developer and the Developer shall if necessary assist the Owner with such transfer or assignment upon request by the Owner. The Developer shall not be entitled to transfer t�`his agreement or assign its rights under this agreement to any other person without the consent of the Owner. MARKETING & REFERRALS: Upon successful completion of the Works described in this agreement, the Developer may use the project as a subject and reference on its website and in marketing materials,including the use of photographs,video, and written rt, but the Developer must keep confidential the Owner's and its architect's and its her contracted professionals' drawings,diagrams,plans and specs relating to the project Od any information regarding the Owner's operations and business and financial affairs. The Developer consents to the Owner holding and using any drawings, diagrams,plans, pecs or pictures or similar material prepared by the Developer relating to the Works. GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax:(305)865-4956 Ftii(iil:felipe@gdartconstniction.com EXHIBIT A. Work Item Cost N/A oper Subcontract owner VV�Peim�t Processing 5 t fees tal lition 2500 Septic tank 8000 -S Retaining wall 1500 Foundation 5200 Concrete 3100 Subtotal iZ,300.00 Framing 3000 Roof framing 11000 N Roof tiling 21300 Windows 27500 Windows installation 3500 w� Floor reinforcement 3000 Plywood(repair areas) 2500, j Durock 4450 Masonry 5550 nsu ation 15 Subtotal Electrical 16800 - ! Plumbing 17400 P HVAC Equipments 14900 tole- AC Ducts 5300- Subtotal $ 54AMOD Drywall 13500- Interior trim 4500 Waster and finish 4000 Painting 4000 - -Subtotal 26 Stucco 5000 Entrance front wall tile, 2000 Front concrete pathway 1500 Concrete driveway 2000• Garage door restoration 500 Su Floor installation 10200 Floor tiles 10000 Bathroom tiles 2500 Bathroom tiles insta ation 2700 Baseboards 1450 Isubtatal Z6,d50.00 - a 1 GD Art Construction Inc., 6770Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax.-(305)865-4956 Eiii(iil.-felipe@adartconstniction.com I Appliances 70001 A I(itchen Cabinets 4000 Cabinet installation 1200 Kitchen Countertops 3000 Ughiting or electric fixtures 7500 Bathroom fixtures 8800 Qi., ►J�. Finishings carpentry interior 3500 Finis ing dock repairs 350q Interior doors(12) 7500 PAtotal 27,3WM 3,500.00. Landscaping 7500 - Trellis wood structure 6000 'i'i°Cry , Pavers exterior 2850 s r 61 Railings ,— 800 a!L - 17,3SOA0` Trash containers 3000 Clean up 1500 Portable toilets 700 P� . e ad 5000 Pro it 25000 30,;O�AO TOTAL 283,850.00 35,350.00 Fabian eira Date Edmundo Gerez struction Inc.) Date GD Art Construction Inc., 6770 Indian Creek Drive, Suite 4D. Miami Beach,FL-33141 Phone:(305)439-8788 Fax.-(305)865-4956 iruril:feliDe(rDadartconstructifyi,com 5H Miami Shores Village ,,,, A Building Department SEP 2015 10050 NE 2nd Ave. IRt Miami Shores, FL 33138 BY: 305-795-2204/Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by iab in r b 51 1 vL 1 rn to perform special inspector services under the Florida Building Code 2010 at the 90%?>F PC i3 Avvo► /e project on the below listed structure as of 0[f 2,J/ W Is (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Piling,FBC 1822.1.20(84404.6.1.20) Special Inspector for Trusses>35 ft. long or 6 ft. high,FBC 2319.17.2.4.2(84409.6.17.2.4.2) _,)(Special Inspector for Reinforced Masonry,FBC 2122.4(84407.5.4) Special Inspector for Steel Framing,FBC 2218.2(84408.5.2) •0 0 _Special Inspector for Soil Compaction,FBC 1820.3.1 (R4404.4.3.1) • • • _Special Inspector for Precast Attachments,FBC 1927.12.2 (84405.9.12) ...... '.:..' ....:. _Special Inspector for Roofing Applications,Lt.Weight. Insul.Conc.FBC 19133r f i4405.12.2j • Other Note:Only the marked boxes apply. •••• •• ••••• The following individual(s)employed by this firm or me is authorized representah% ?(* rforrrr • inspection* •• •• •••• •••••• I. cul) f 4(R Kw aln u 2. • 3. 4 ...... . ...... .. . . ... *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by 0..* education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the impartment. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealUtementting that,to the best of my knowledge,belief and professional judgment thoc ject outlined above meet theintent of the Florida Building Code and are in sce with the approval plans. E{U(A�i, hit Uvad signName �1UDatAddress 13 8�- COM I �m "tctvw i Miami Shores VillageE �V u.. Building Department 10050 NE 2nd Ave. SEP 2015 Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 LBY:- — NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by }fit b lU r b j 11 w rn _ to perform special inspector services under the Florida Building Code 2010 at the °t°13J },1e 13 bu2nv0- project on the below listed structure as of Oq 12-)/ Z O IS (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _Special Inspector for Piling,FBC 1822.1.20(84404.6.1.20) Special Inspector for Trusses>35 ft. long or 6 ft.high,FBC 2319.17.2.4.2(84409.6.17.2.4.2) C Special Inspector for Reinforced Masonry,FBC 2122.4(84407.5.4) 0000 Special Inspector for Steel Framing,FBC 2218.2(84408.5.2) '6 6 6 0 0 *Got:* _Special Inspector for Soil Compaction,FBC 1820.3.1 (R4404.4.3.1) _Special Inspector for Precast Attachments,FBC 1927.12.2(84405.9.12) •• •••• •••••• _Special Inspector for Roofing Applications,Lt.Weight.Insul.Conc.FBC 19173"(R4405.12.2) Other •••• •• • Note:Only the marked boxes apply. : • The following individual(s)employed by this firm or me is authorized representaltw toperfopg,•6 ,,,,, inspection* 1. 1N1 �► ruv1�� 2. 3. • . . . . 0000.. — 4 0000.. 6 .. 0000 *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by •' ' education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed ement indicating that,to the best of my knowledge,belief and professional judgment thosen ect outlined above meet the intent of the Florida Building Code and are in su with the approval plans. En ' eer/Arc tect Name ��Y) L,• U(A V Signed and al Print Date: _ Address �3 � C f4 Print GD ART CONSTRUCTION INC. 6770 Indian Creek Dr. #4D Miami Beach, FL 33141 Ph: 305 537 8079 / 305 439 8788 Fax: 786 275 6263 www.gdartconstruction. com CHANGE ORDER Client: GD Art Construction Address: 9935 NE 131h Avenue Description: Change order after approved ply Date: 11/14/15 �s Scoope of Work: STRUCTURAL 1. A-13 Page, S-1, S-4, S-8: The existing concrete trusses could not remain and had to be removed along with some portions of steam wall in order to build the footing requested on plans. See detailed note on S-1 and described on S-4 as detail F. New trusses would need to be installed in this area in order to level floor with the rest of the house. (this is the area of the house that had step down with Cuban tiles before). Costs related to demolition of existing beams and steam wall $1,200.00 2. Section house in living room by glass doors. (it was going to be leveled with 2x6 on top of existing; now it will need 2x12 full installation; credit for process considered on initial estimate considered), cost of Steam wall repairs $1,300.00 3. Existing trusses in the whole house were initially going to be repaired however only a 20% replacement had been considered to be installed _ new on the inial s%iinate.abbwtbn 80% of the trusses was removed during demolitiQn.•east ci 1eri�iolijion: $1,200 -j .. ... .. . . . . 4. Install new trusses 2x12 as•per pfarm-See revised plans. Approximately an 80% of th'eiotgl m, 4et.of trusses will be installed new. Cost Materials, tru's's lobcings and installation: $6,110.00 Or . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . S. Install new plywood on all floors (only sections had originally been considered to replace; after revision, all floors will have new plywood) Cost Materials and Installation: $2,540.00 6. General demolition debris, dirt and labor necessary and not considered on the original scope; resulted after decision of removing floors $1,200.00 7. The process of demolition was larger than expected and quoted originally. This was due to the existing conditions of some of the trusses and accessibility of equipment to realize the demo. The client was affected with extra costs reflected on this change order. Part of this cost ($4,765.00) was absorbed by the developer company Subtotal: $18,515:00 Discount Contractor: ($4,765.00) Total : $13,750.00 TERMS: $9,375.00 WITH PHASE 6 PAYMENT 2 TERMIS: $4,000.00 WITH PHASE E PAYMENT 1 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. . . .. . . . • . .. . .. . . .. ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • Work Item Cost N/A Developer Subcontract/owner Permit Processing 2500 Permit fees Subtotal $ 2,500.00 Demolition 2500 Septic tank 8000 Retaining wall 1500 Foundation 5200 Concrete 3100 Subtotal $ 12,300.00 $ 8,000.00 Framing 3000 Roof framing 11000 Roof tiling 21300 Windows 27500 • Windows installation 3500 • Floor reinforcement 3000 ••0••• •• Plywood (repair areas) 2500 009:00 .... Durock 4450 0.00• Masonry 5550 00.000 Insulation 1500 009000 0 ....'. Subtotal $ 83,300.00 $ - •••• • Electrical 16800 :•••• Plumbing 17400 ' HVAC(Equipments) 14900 AC Ducts 5300 Subtotal $ S4,400.00 $ - Drywall 13500 Interior trim 4500 Plaster and finish 4000 Painting 4000 Subtotal $ 26,000.00 1 $ - Stucco 5000 Entrance front wall tile 2000 Front concrete pathway 1500 Concrete driveway 2000 Garage door restoration 500 Subtotal $ 11,000.00 $ - Floor installation 10200 Floor tiles 10000 Bathroom tiles 2500 Bathroom tiles installation 2700 Baseboards 1450 Subtotal $ 26,850.00 $ - Appliances 7000 Kitchen Cabinets 4000 Cabinet installation 1200 Kitchen Countertops 3000 """ ....•• Subtotal $ 8,200.00 $ 7,000.00 •• •• '. Lighiting or electric fixtures 7500 ""' • 0009 Bathroom fixtures 8800 • . . ...... ... Finishings carpentry Interior 3500 • .. 0 000 Finishing dock repairs 3500 .. .. .. . ...... Interior doors(12) 75000 Subtotal $ 27,300.00 $ 3,500.00 :•00 0 Landscaping 7500 Trellis wood structure 6000 • Pavers exterior 2850 Railings 800 Subtotal $ - $ 17,150.00 Trash containers 3000 Clean up 1500 Portable toilets 700 Subtotal $ 4,500.00 $ 700.00 Overhead 5000 Profit 1 25000 Subtotal $ 30,000.00 $ - Demo.Concrete and steam wall partial $ 1,200.00 Ln Steam wall repairs and built $ 1,300.00 Demolition trusses $ 1,200.00 L Floor trusses $ 3,600.00 Installation Materials $ 560.00 O Labor trusses installation $ 1,950.00 (v c Plywood (floors 100%) $ 1,440.00 Demolition general change order $ 1,200.00 Labor plywood installation $ 1,300.00 Subtotal $ 13,750.00 Cost of extras Trusses damaged on demo(replaced) $ 2,700.00 absorved by contractor Labor trusses installation (partial) $ 900.00 due to extra demolition Straps Aprox. 150 units $ 415.00 , not considered on initial Nails and miscelaneous $ 750.00 •••••• . . • estimate Subtotal $ 4,765.00 •• 0 0 • TOTAL $ 302,365.00 1 $ 36,350.00 •••�•� �• ••�••• . . . . • ...... r 5tINQ Miamishores Village I 99j L Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 trod Tel: (305) 795.2204 �R�p Fax: (305) 756.8972 Permit No: 39T'-" Page 1 of 1 Structural Critique Sheet 2,1 .acs-,' c�-��a-�e-•-. '� S 3 e,�r e-►� AIA -eo ail, Jay I *LIDr AJ-, c ovr� w L'41 UAL e. TTSJ Zo qN_AA--A-j �• � h S OPPED REVIEW Plan review is not complete,when all items above are corrected,we ill do a complete plan review. If any sheets are voided,remove them from the plans and replace wi new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf (Zc- Z-l�3�S" JCD ARCHITECT, INC A.A. #26001 560 1 385 CORAL WAY 5U # 207 TEL.#(305)285-4343 MIAMI, FL 33 145 FAX#(305)285-4330 Village of Miami Shores Building Compliance 10050 SW. 2nd. Ave. Miami Shores, Fl. 33138 Re.: Fabiano Silveira Aguilar 9935 NE 13T". Ave. Miami Shores, FL. 33138 PERMIT # RC215-375 STATEMENT OF CMU INSPECTION Dear Sirs: I Juan C. David, Architect of Record for the above property & having performed an inspection to the above address on April 25`", hereby attest that to the best of my knowledge, belief and professional judgement, the CMU Reinforcing of the above referenced structure are in compliance with the submitted plans and other attached permit documents. The following are the findings for CMU Reinforcing inspection: Date: 04.25.16 Weather Conditions: Sunny, approx. 72*f, 80% humidity. 1- CMU Reinf'g: #9 horiz ladder type in place per plans, 16" oc per FBC. 2- Vertical Rebars: #5 Vert. reinf g was found at ea. F.C. location, as shown on structural plan. This document is being prepared in accordance with Section 3401 of the Florida Building Code and is being submitted to the Village of Miami Shores Building Department for compliance. Should you have any question or need additional information, please do not hesitate to contact me. Si ly, ua C. vid/ .A. # 153 / Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person — -whoseproperty-is-subject-to-attachment.—Also,-a-certified copy oftheTecorded notice of commencement-rrrust tie pD3ted—cit-the job site- W for the first inspection which occurs seven (7) days after the building permit ' n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 10-1 day of�11r w`� 20 by day of 20 I '- by i� to�ltil�I,��1I mei nCt �ehcis personally known o S b tl.9 whos personally know to me or who has produced as nq or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: SigO Print: � ) �� Print, �OQ� o LORENZO LYNCH LORE Seal: ::: ill Seal: MY COMMISSION#EE882904 " MY COMMISSION#EE882904 April EXPIRES April 2,2017 r p, EXPIRES 2,2017 ••'•. OF M1�,: (407)398-0153 FloridallotaryService.com (407)398 0153 FloridallotaryService.com APPROVED BY Plans Examiner Zoning Z1.141ahl., Structural Review Clerk (Revised02/24/2014) • i3E TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Miami, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257-1911 www.decotruss.com WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB-91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER(ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis.The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane,The Bottom Chord Plane and The Web Member Planes.The Anchoring/Strapping of trusses to walls,beams,ledgers etc.,shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TPI- 95&WTCA-95 for further information) TRUSS ERECTOR/INSTALLER(Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced,as per the attached HIB-91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engin eering"*Ae Sege:* erecting Trusses,to insure proper placement. Not all trusses are symmetrical in loading anji5r d;sign. PrVii'r• • Placement and/or direction are always required. Check all Flat Truss to insure they are W Kfalled l7151IbE •••••• DOWN.Never cut or alter trusses in anyway.Never concentrate Building Materials,such as AYwoon or Blocks on :SSSS: installed Trusses. • SSSS SSSS SSSS. Alterations to Trusses: •• •• •• •••••• "The act of cutting or attaching any item that the truss was not originally designed for" ;••;•; • Trusses cannot be altered from the attached engineering designs, with out proper re-designing by a tL%4e •"••• Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge :SSSS: there is no code that states you must use the engineer,who sealed the truss engineering and layout. However,ite • is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and homeowner waive all warranties and liabilities by Deco Truss Company,Inc.,its officers and engineer. All future, questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and altered them. ALWAYS REFER TO THE ATTACHED HIB-91 Summary Sheet Deco Truss Company, Inc. 13980 SW 252nd ST TRUSS COMPANY, INC. Miami, FL 33032 Trusses&Building Materials Tel: (305) 257-1910 Fax: (305) 257-1911 Re : 9358: ADDITION: M/M Site Information: Project Customer: GD ART CONSTRUCTION, INC. Job Name :ADDITION: M/M FABIANO Lot/Block: Subdivision Site Name: Site Address: 9935 NE 13 AVE. MIAMI SHORES St: FL. Zip: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010ITP12007 Design Program: 7.61 Jan 29 2015 Roof Load: 55.Opsf Floor Load: N/A Wind Code: Wind Speed: 175 mph This package includes 59 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# No. Date Truss ID# Seal# No. Date Truss ID# Seal# 1 04/04/16 Al 0001 25 04/04/16 CJBA 0025 49 04/04/16 MA 0049 2 04/04/16 A10 0002 26 04/04/16 CJ88 0026 50 04/04/16 J66 0050 3 04/04/16 A2 0003 27 04/04/16 D1 0027 51 04/04/16 J8 0051 4 04/04!16 A3 0004 28 04/04/16 D2 0028 52 04104/16 J8A 0052 5 04/04/16 A4 0005 29 04/04/16 D3 0029 53 04/04/16 J813 0053 6 04/04/16 A5 0006 30 04/04/16 D4 0030 54 04/04/16 J8C 0054 7 04/04/16 A6 0007 31 04/04/16 DG5 0031 55 04/04/16 KG1 0055 8 04/04/16 A7 0008 32 04/04/16 E1 0032 56 04/04/16 v10 0056 9 04/04/16 A8 0009 33 04/04/16 E2 0033 57 04/04/16 V4 0057 10 04/04/16 A9 0010 34 04/04/16 E3 0034 58 04/04/16 V6 0058 11 04/04/16 AG11 0011 35 04/04/16 E4 0035 59 04/04/16 V8 0059 12 04/04/16 AG12 0012 36 04/04/16 E5 0036 • • • •• •••• •••••• • • • 13 04/04/16 131 0013 37 04/04!16 F1 0037 •• • •••• • 14 04/04/16 610 0014 38 04/04/16 H1 0038 •••••• •• • •••• • • 15 04/04/16 B2 0015 39 04/04/16 H2 0039 •••••• • • • 16 04/04/16 133 0016 40 04/04/16 H3 0040 •••••• •••••• • • •••• •••• ••••• 17 04/04/16 S4 0017 41 04/04/16 HG4 0041 •••••• ••• • •• ••• • • • • 18 04/04/16 136 0018 42 04!04/16 J2 0042 •• •• •• •••••• 19 04/04/16 67 0019 43 04/04/16 J2A 0043 •••••• • •• 20 04/04/16 B8 0020 44 04/04/16 J4 0044 • • • • •••••• • • • • • 21 04/04/16 139 0021 45 04!04/16 J4A 0045 • • • •••••• 22 04/04/16 BG5 0022 46 04/04/16 J413 0046 •• • ••• •• • • 23 04/04/16 CJ4 0023 47 04/04/16 J4C 0047 24 04/04/16 CJ8 0024 48 04/04/16 J6 0048 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the truss design drawings listed above and attached. Truss Design Engineer's Name: Mahmound Zolfaghari P.E. License Number#: 36921 Address: 13901 SW 108 Ave, Miami, FL 33176 NOTE: The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-1995 Section 2. Page 1 of 1 Engineers Name Date Job ---_------ITruss ---- ---- Truss Type -�-- ------ 1Qty _-�PIy IAD D:M/M FABIANO SILVEIRA—(RC-) -------------1 9358 `•F1 FLAT 10 1i 1 I Job Reference Loptional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:02 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-R7H W6DO_el mJiBAnJI R?_S6RcaD8QjDvefiF2WzU73J 0-3-8 2-5-8 4-11-0 i 81 2-5-8 -- Scale=1:11.5 5x6= 1x4 11 5x6= 1 2 3 71 T1 [o 0 W1 W1 q CI W2W1 W2 m w 51 6 7 5 8 4 2x4 11 3x8= 2x4 11 -0-3-8, 2-5-8 4-11-0 5-2-8 0-3-8 2-5-8 2-5-8 0-3-8 Plate Offsets(X,Y)—[1:0-2-8,0-2-121,[3:0-2-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a Ma BCDL 10.0 Code FRC2010frP12007 (Matrix-M) Weight:29 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed duri truss enaction,in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=254/0-3-0 (min.0-1-8),3=254/0-3-0 (min.0-1-8) Max Uplift1=100(LC 4),3=-100(LC 4) Max Grav1=316(LC 13),3=316(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 1-5=288/278,2-5=-252/379,3-5=288/278 0000 NOTES- i ••• 0000 0000•• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFR9(6nvelupe)and C-C[)tarier(2)zone;C-C ipr membe and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 6 90 0000 0000•• Z)Provide adequate drainage to prevent water ponding. •00�. 3)Plates checked for a plus or minus 0 degree rotation about its center. 9 0 0••6 • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint 1 and 100 Ib uplift at joint 3. •••••• 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord n(?n&?vrurrent witp*brlybdrgr live loads. • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0000 6••6 ••••6 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • 0 •66996 ••• • 60669 • • • • LOAD CASE(S)Standard •• •• 0 6 �••�0 6 • •66.6• • • • • • • •9.69• •66.6• • • • •66.6• •• • 06.6 • • Mahmound Zolfaghari,P.E. Consulting Engineers :3901 S.W. 308 Ave. Miami,Florida 33176 Plione 305-253-2428 Fax 305-2354248 Florida Professional Engineering License No.36921 Special Inspector License No.636 - ------ ------- ---------- ---- - - - - - .. - rroo Truss Truss Type Qty -Ply-----�ADD:M/MFABIANOSILVEIRA (R.CJ 8 Al Common 6 1 �� Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:43 2016 Peg I D:PR08euXtEyLLdjefy7t7oGzV3gv-VTeK7kA36SNOwGD7iobXjSp4XwYZT?K6GCdt6zU73c 1-8-0 7-0-3 12-4-5 17_8 8 23-0-11 1 28-4-13 33-9-0 35-5-0. 5-4-3 5-4-3 --- 5-4-3 5-4-3 5-43 1 8 0 Scale=1:59.4 3.50 12 5x6= 6 3x10 MT20HS% 3x4% 27 28 3x4 z� 7 � 3x10 MT20HS 5 4x6% 4 8 4x6 3 9 26 29 01 21 2 10 B X24 11 0 rj Ioi d 3022 19 31 32 18 33 17 16 34 15 14 35 13 36 12 25382W o 20 5x8\\ 3x4= 3x10 MT20HS= 3x4= 3x4= 3x10 MT20HS= 3x4= 5x8//3x8- 3x6= 1-8-0 34-9-0 14-0. 81-0 14-6-0 20-11-0 27-4-0 33-90 34-1-035-5,0 T 65-0 6-5-0 6-5-0 6-5-0 6-5-0 0-4-0 0-4-0 0-8-0 Plate Offsets(X,Y)-[12:0-5-1,0-2-8],119:G-5-1,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.2813-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.6515-16 >590 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 CodeFRC20101fP12007 (Matrix-M) Weight:176 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5.14 oc purlins. BOT CHORD 2x4 SP No.213'Except' BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. B2:2x4 SP No.2 WEBS 1 Row at midpt 9-12,3-19 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 12=1949/0-8-0(min.0-1-15),19=194910-8-0 (min.0-1-15) Max Horz 1 9=1 20(LC 6) Max Uplift12=767(LC 5),19=767(1-C 4) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 0000 TOP CHORD 1-21=166/329,2-21=486/128,2-26=614/221,326=53a/234,3-4=-3890/2130,45=3824/2138,5.27=3335/1979,6-27=-3261/1989, • • 6-28=-3261/1989,7-28=3335/1979,7-8=3824/2138,8-9=3890/2130,9-29=538/241,10-29=-614/228,10-24=-486/128,11-24=166/*9 ••• 000* •••••• BOT CHORD 20-30=359/202.22-30=359/202,22-31=135/516,19.31=135/516,19-32=1891/3729,18-32=-1891/3729,18-33=1775/3458, •• • 0000 •• 17-33=-1775/3458,16-17=1775/3458,16-34=1337/2700,15-34=1337/2700,1415=1775/3458,1435=1775/•3458,1335=1775/3458 • • 13-36=-1891/3729,12-36=1891/3729.12-37=-142/516,25-37=142/516,25-38=359/202,2338=359/202 •i•••• •••• •••••• • WEBS 6-15=395/865,7-15=-693/455,7-13=-138!411,9-12=3447/1939,10-12=592/613,6-16=395/865,5-16=693/455,5-18=1361411, 000000 • • • 319=-3447/1939,2-19=-592/613,2(3-21=157/270,1-22=3031221,23-24=157/270,11-25=303/221 •••••• 00000000 • • NOTES- *Goo 0000 00000 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; FITS BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MW •••• ••• • 60:09 (envelope)and C-C Exterior(2)-0-0-1 to 36-7,Interior(1)36-7 to 142-0,Exterior(2)142-0 to 17-8-8,Interior(1)21-3-0 to 31-10-9 zone;cantilever le¢@ndfiOh�l ••0 •••••• exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)All plates are MT20 plates unless otherwise indicated. •••••• • • 4)Plate(s)at joint(s)4,6,8.1.15,7,13,9,12,16,5,18,3,19 and 11 checked fora plus or minus 0 degree rotation about its center. • • • •••• • 5)Plate(s)at joint(s)17 and 14 checked for a plus or minus 5 degree rotation about its center. •••••• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)12=767,19=767. • • • • • 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chora,••• •••• •••• nonconcurrent with any other live loads. • • • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• • LOAD CASE(S)Standard iyla!}nlgtlfld�A��1�h�€1.�.�, (gnsuiting�nj;*inecf 13901 a;W. 1Q�AVP- Miami,Florida 33176 Picone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 j Jobj Truss Truss Type Qty j Ply iADD:MIM FABIANO SILVEIRA (R.C.) I9358 HA2 Common 1 1 i _` 1 _ __._ _ !Job Reference optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:43 2016 Peg I D:PR08euXtEyLLdjefy7t7oGzV 3gv-VTeK7kA36SNOwG D7iobXjSp4QwYAT?y6GCdt6zU73c 1-8-0 `__ 7-0-3 12 4 5 17-8 8 23-0-11 28-4-13 33-9-0 34-1-0 81 0 5-4-3 5-4-3 5-43 1 5-4-3 5-4-3 5.4-3 40 Scale=1:57.2 3.50 12 4x6= 6 3x10 MT20HS% 23 24 5 7 8 4x6% 4 4x6 3 25 22 6x8 20 2 2 R3 10 o 1 `kn I C6 B 0 262118 27 28 17 29 16 15 30 14 13 31 12 32 11 19 5x8 3x10 MT20HS= 3x10 MT20HS= 11 1-8-0 34-9-0 • 1-" 8-1-0 14-6-0 20-11-0 , 27.4-0 33-9-0 34-1-0 1-4-0 8.5-0 6-5-0 �� 6-5-0 6-5-0 0-0-0 0-4-0 048-0 Plate Offsets(X,)()-L0:Q2-4,0-4-8L[18:0-5-1,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) -0.2812-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(TL) -0.6514-15 >599 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(fL) 0.18 11 n/a n/a - BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:172 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP No.2 WEBS 1 Row at midpt 3-18.9-11 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1965/0-8-0 (min.0-1-10),11=1768/0-8-0 (min.0-1-8) Max Horz 18=138(LC 6) Max Upliftl 8=771(LC 4),11=622(!_C 5) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••• TOP CHORD 1-20=163/322,2-20=510/125,2-22=-661/234,3-22=-585/247,3-4=3936/2159.4-5=3870/2167,5-23=3390/2018,6.23=3316/2028, • • 6-24=-3339/2051,7-24=3413/2042,7-8=3974/2330,B-9=4097/2317,9-25=7731555,10-25=859/547,10-11=-474/390 • • •••• •••••• • • • BOT CHORD 19-26=-378/210,21-26=378/210,21-27=-148/562,18-27=-148/562,18-28=1951!3773,17-28=-1951!3773,17-29=1842/3508, •• • 0009 •• 16-29=1842/3508,15-16=1842/3508,15.30=1410/2753,14-30=1410/2753,13-14=1888/3555,1331=1888/3555,12-31=188813555, 0 0 0000•• 12-32=2153/3967,11-32=2153/3967 0000 00.000• WEBS 6.14=-434/902,7-14=-731/492,7-12=190/492,6-15=389/866,5.15=690/448,5.17=134/406,318=3446/1949,2-18=-600/607, •••••• • • • 9-11=3429/1821,1-21=-291/240 •••••• 000• 0000 • • • NOTES- 0000• • •0000 00000 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.OpsF,h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFR3•••• *00 • 60:•• (envelope)and C-C Exterior(2)-0-0-1 to 3413,Interior(1)3413 to 14-310.Exterior(2)14-310 to 17-8-8,Interior(1)21-1-6 to 30-6-6 zone;cantilev�rje�t••• ••o *so*:* • exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. •• • • • 4 All plates are 3x4 MT20 unless otherwise indicated. • P • • • • 000000 5)Plate(s)at joint(s)4,6,8,1,14,7,12,9,15,5,17,3,18,10 and 13 checked for a plus or minus 0 degree rotation about its center. •••••• 6)Plate(s)at joint(s)16 checked for a plus or minus 5 degree rotation about its center. ••• • • • 7 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 Ib uplift at joints except t-Ib 18=771,11=622. •••••• ( Y ) 9P P 9 P 1 Oat--lb) •• • 0000 • • 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, • • • nonconcurrent with any other live loads. •• • 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 Job T'Truss Truss Type Oty Ply ,ADD:M/M FABIANO SILVEIR�(RC) I9i 358 A3 Hip '1 1 L_ _________________ I I —I Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:44 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-zfC iK4AhtmVtYQoKG W6mGfM FPKuOCTaGVrLI PZzU73b 1-8-0 6-5-5 11-2-11 16-0-0 19-5-0 24-2-5 28-11-11 33-9-0 35 5 0, --- 4-9-5 f—__ 4-9-5 —4-9 5 —r—3 SO 49 5 -- f--- 49 5 -- 4-9 5 1-8-0 ' Scale=1:61.6 3.50 F12 6x6 5x6= 6 7 T 3x6% 3x4 L 3x4� 3x6 5 2 T2 8 9 4x8� 4 4x8 z� v 3 2 W2 10 5x81\ 27 I 28 1 22 2 11 25 12 c B Ic; 23 2 30 31 19 1832 17 33 16 3415 14 35 13 26 2 c37 21 3x4= 5x6 WB= 3x4— 3x8— 5x6 WB= 3x4= 5x8 3x6= — — 3x6= 1 8-0 34-9-0 1-4-0, 8-10-0 i 16.0-0 19.5-0 26-7-0 33-_9-0 34-�-035-5-0 11:-T�7-2-0 7-2-0 r 35-0 7-2-0 7-2-0 Or-4-0 0- b 0.4-0 0.8-0 Plate Offsets(X Y)—[2:0-5-1,0-2-8].[3:0-40 0-1-121,[6:0.1-8,0-2-4),[10:0-4-0,0-1-121,[13:0-51,0 2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) -0.2717-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.6617-19 >587 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.19 13 n/a n/a BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight:184 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x4 SP No.2D-Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP M 31 WEBS 1 Row at midpt 3-20,10-13 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.2 during thus erection in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 20=1949/0-8-0 (min.0-1-15).13=1949/0-8-0 (min.0.1-15) Max Horz20=109(LC 6) Max Uplif120=782(1_C 4),113=782(]_C 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••• TOP CHORD 1-22=188/305,2-22=-479/183,2-27=-488/156,3-27=-453/168,3-4=-3853/2294,4-5=3743/2302,56=3134/2053,6-7=2960/2035, 0 000000 7-8=-3135/2053,8-9=-3743/2302,9-10=3853/2294,10-28=454/176,11-28=-490/164,11-25=480/182,12-25=187/306 0 ••• •••••• BOT CHORD 21-29=-329/229,23-29=-329/229,2330=141/435,20-30=-141/435,20-31=204513656.19-31=-2045/3656,18-19=2042/3554, •• • *see •• 18-32=2042/3554,17-32=2042/3554,17-33=-1630/2958,16-33=1630/2958,16-34=2042/3554,1534=-2042/3554,14-15=2042/35 14-35=2045/3656,1335=2045/3656,1336=-140/436,26-36=140/436,26-37=3301228,24-37=330/228 ••:•• 00:6 6060:0 WEBS 2-20=541/592,320=3507/2186,519=-22/337,5-17=776/504,6-17=238/540,7-16=238/519,8-16=776/504,8-14=23/337, 0••••• 0 0 0 10-13=-3505/2186,11-13=541/592,22-23=273/87,21-22=-104/326,1-23=364/154,2526=273/87,24-25=-115/323,12-26=-361/156 •••• 0000 :•••• NOTES- •••• •••• ••••• 1)Unbalanced roof live loads have been considered for this design. •e:09: ••• • ••0••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End..GCpi=0.18;MWFR • • (envelope)and C-C Exterior(2)-0.0-1 to 36-7,Interior(1)3.6-7 to 10-11-14,Exterior(2)10-11-14 to 24-2-5,Interior(1)24-2-5 to 31-10-9 zone;cantile*Plefkmd •• •••••• right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 00000* • • 3)Provide adequate drainage to prevent water ponding. • • • • 4)Plates checked for a plus or minus 0 degree rotation about its center. • • • • 000000 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)20=782,13=782. •••••• 6)This truss has been designed for a moving concentrated load of 200.0115 dead located at all mid panels and at all panel points along the Bottom Chorl ••• • • • •••••• nonconcurrent with any other live loads. •• • •••• • • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • LOAD CASE(S)Standard Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 103 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License 1`1o.636 Job- iTruss Truss Type Qty IPly ADD:M/MFABIANOSILVEIRA i 9358 'A4 1 Hip — Job Reference(optional) J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA^ Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:44 2016 Peg I D:PR 08euXtEyLLdjefy7t7oGzV3gv-zfCiK4AhtmVtYQoKGW6mGfM FHKuxCTIG VrLI PZZU73b 1-8-0 6-5.5 11-2-11 16-0-0 195-0 24-2-5 28-11-11 _ 34-1-0 4-9-5 4-9.5 4-9-5 —� 3 5 0 4-9-5 4-9-5 5-1-5 Scale=1:59.3 3.50 12 4x8= 4x4= 6 7 3x4% 3x4% 3x4 5 2 8 4 4x8% 4x6 z a 3 9 23 6x8 Z- 4 5x8\\ 22 2 10 a 1 20 irn rl d 2421 18 25 26 17 1627 15 28 14 13 29 12 30 11 19 3x4= 5x6 WB= 3x4= 3x8—_ 5x6 WB= 3x4= 3x4= 1-8-0 14-0 8-10-0i 16-0-0 19-5-0 i 26-7-0 33-5-0 3A-1 1-4-0 7-2-0 7-2-0 3-5-0 7-2-0 6-10-0 0-5 04-0 Plate Offsets(X,Y)-[2:0-5-1,0-2-81.[3:0-4-0,0-1-121.[6:0-54,0-2-01,[9:0-3-0,0-1-121,[10:0-24,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.28 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.6615-17 >583 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:180 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31-Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Bt:2x4 SP No.213 WEBS 1 Row at midpt 3-18,9-11 WEBS 2x4 SP No.2 :Te' recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.2 during Wss erection,in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1966/0-8-0 (min.0-2-0),11=1768/0-8-0 (min.0-1-8) Max Horz 18=126(LC 6) Max Upliftl8=787(LC 4),11=-638(LC 5) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. •••• TOP CHORD 1-20=190/303,2-20=-480/162,2-22=492/155,3-22=454/167,3-4=-3902/2339,45=3792/2347,5-6=3189/2106,6-7=3024/2099, • • •Goo*• •••••• 7-8=3201/2118,8-9=4037/2481,9.23=686/504,10-23=772/497,10-11=-433/362 • • 4 • BOT CHORD 19-24=326/232,21-24=326/232,21-25=139/436,18-25=139/436,18-26=2113/3698,17-26=2113/3698,16-17=2121!3604, •• 0 :so* • 16-27=2121/3604,15-27=2121/3604,15-28=1713/3012,14.28=1713/3012,13-14=2184/3671,13-29=2184/3671,12-29=-2184/36471A 6••• so** ••••o• 12-30=2351/3921,11-30=-2351/3921 • WEBS 2-18=543/588,3.18=3549/2232,5-17=20/335,5-15=774/499,6.15=-234/541,&14=234/265,7-14=2521535,8-14=8331560, •••••• • • • 8-12=53/388,9.11=3475/2086,20.21=273/87,19-20=113/333,1-21=-372/150 •••••• •••• •••• • • NOTES- •••• •••• ••••• 1 Unbalanced roof live loads have been considered for this design. • • 2)Wind:ASCE 7-10;Vult=175m h 3-second gust)Vasd=136m h;HVHZ;TCDL=5.0 sf;BCDL=5.0 sf;h=21 ft;Cat.II;Ex C;End.,GC i=0.18;MWFRS•••0 •••• • ••••• P ( 9u ) P P P P P (envelope)and C-C Exterior(2)-0-0.1 to 3-413,Interior(1)34-13 to 11-2-3,Exterior(2)11-2-3 to 24-2-5,Interior(1)24-2-5 to 30-6-6 zone;cantilever%ft •• •• •••••• exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 **a*** • •• 3)Provide adequate drainage to prevent water ponding. • • • • 4)Plates checked for a plus or minus 0 degree rotation about its center. • • • • •••••• 5 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 Ib uplift at joints except t-Ib)18=787,11=638. •••••• ( Y ) 9P P 9 P 1 () P G- • • • • • 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, • • •sees•••• nonconcurrent with any other live loads. •• • Goo* • • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • LOAD CASE(S)Standard Mnhmound Zolfaghari,A.E. Con5ultinA Engineers 13,901 S,W, 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 ob---- -- - - - - ------------ -- - --- - - ------- --- Job Truss (Truss Type !Oty Ply 'ADD:M/MFABIANOSILVEIRA (R.C.) 1 19358 A5 Hip 1 i 1 �_2 i i Job Reference(ptionaO J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:45 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-Rrm4XPBJe3dkAa NWq Dd?otvRXkMaxtq PkV5sx?zU73a 1-8-0 7-10-0 14-0-0 17-8-8 21-5-0 27-7-0 339-0 35-5-0, 1 8----6 2 0 �- 6.2.0 -I---3 8 r 38-8 6 2-0 -{ - 6-2-0 --0 Scale=1:60.5 5x6= 3x4 5x6= = 3.50 12 4 [Z 6 3x4%25 26 3x4 .i 3 1 7 I.- �p 5x811 24 27 5x811 2 W4 4 g 22 0 1 19 R 9 0 cz = t II� 0 0 18 20 118 29 30 16 31 15 14 32 13 12 33 11 34 10 23 36 3x6= 4x6= 3x10 MT20HS= 3x8= 4x6= 3x6= 3x8= 3x10 MT20HS= 1-8-0 34-9-0 1-4-0 7-10-0 14-0-0 21-5-0 27-7-0 33-9-0 34-1-03,5-5,0 1-4-0 6-2-0 6-2-0 7-5-0 6-2-0 6-2-0 0-4-0 0-8-0 04-0 041-0 Plate Offsets X Y)-[2:0-6-4 0-2-01.[8:0-6-4,0-2-0],[11:0.30,0-1-8),[16:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) 0.2514-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(TL) -0.5913-14 >657 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight 177 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 31'Except" TOP CHORD Structural wood sheathing directly applied or 31-8 oc purlins. T2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 1 Row at midpt 2-16,8-11 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 17=1949/0.8.0 (min.0-1-10),10=1949/0-8-0 (min.0.1-10) Max Horz 17=95(LC 6) Max Upliftl7=-724(LC 4),10=-724(LC 5) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 6000 TOP CHORD 1-19=132/384,2-19=-698/369,2-24=4062/2545,324=3980/2561,325=3472/2302,4-25=3388/2318,4-5=3270/2308,5-6=3270/2308, • 0 6-26=3388/2318,7-26=3472/2302,7-27=-3980/2561,8.27=4062/2545,8-22=698/369,9-22=132/384 0 • 0••• 6660:0 BOT CHORD 18-28=394/149,20-28=-394/149,20-29=-390/747,17-29=-390!747,17-30=390/747,16-30=390/747,16-31=-2323/3821,15-31=2321/"??, 9000 • 14-15=2323/3821,14-32=2062/3404,1332=2062/3404,12-13=2323/3821,12-33=2323/3821,11-33=2323/3821,11-34=390/747, 0 0 10-34=-390/747,10-35=-3907747,2335=-390/747,2336=-394/149,21-36=-394/149 00000* •••• 000400 WEBS 2-17=-1792/1300,2-16=1940/3085,316=187/258,314=667/414,4-14=222/516,5-14=419/189,513=419/189,6-13=222/516, 0 7-13=-667/414,7-11=187/258,8-11=1940/3085,B-10=179211300,1-20=-150/272,9-23=150/272 6••••• •••• •••• • • • • NOTES- ••••• ••••• ••••• 1)Unbalanced roof live loads have been considered for this design. • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWF"•••• 900 • +•••• (envelope)and C-C Exterior(2) 3 erior(2)-0.0.1 to 6.7.Interior(1)3-6-7 to 8.11-14,Exterior(2)B-11-14 to 26.52,Interior(1)26-52 to 31-10-9 zone;C-C for m • 000• •• and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • ••••:• 3)Provide adequate drainage to prevent water ponding. •••••+ • • 4 All plates are MT20 fates unless otherwise indicated. • • • • 5)Plates checked for a plus or minus 0 degree rotation about its center. 009000 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt--1b)17=724,10=724. • • • • • 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord••• •••• •••• nonconcurrent with any other live loads. • • • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• • LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave, Miami,Florida 33176 Phone 305-253-2428 Fax 30S-235-4243 Florida Professional Engineering License No.36921 Special Inspector License No.636 - - - �JOb jTruss ITruss Type TOty Ply iADD:M/M FABIANO SILVEIRA (R.C.)C.) - 9358 I A6 Hip 11 1 1 - _ � ces t�Io _._1Job Referennal)_ _ DECO TRUSS COMPANY INC. Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:46 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-v2KT71CxPNlbnkyiNx8F L4 RbZ7aGgNzZz9q PURzU73Z 5-9-5 9-10-11 14 0 0 _ 17-8-8 21-5-0 25-6-5 29-7-11 34-1-0 1-8-0 4-1-5 4-1-5 �- 4-1-5 3-8-8 3-8-8 4-1-5 4-1-5 ---4-5-5 —� Scale=1:58.4 4x4= 3x4 4x4= = 3.50 12 5 7 3x4% f2 3x4 23 4 8 24 4x8% 4x8 3 W2 25 5x8= 22 6x8= 1 20 2 10 0 �rn � o` 0 2621 18 27 28 17 29 16 15 30 14 13 31 12 32 11 19 3x4 3x4= 3x10 MT20HS= 3x8 3x4= = = 3x8= 3x10 MT20HS= 1-8-0 F 1-4-0 7-10-0 14-0-0 21-5-0 27-7-0 33-5-0 3A-1,0 1-4-0 6-2-0 6-2-0 7-5-0 6-2-0 5-10-0 0-8-0 0.4-0 Plate Offsets(X,Y)-[2:0-213,0-1-121,[3:0-4-0,0-1-12],R 4 0,0 1-12j 1,[ O:Edge,0-2-81 --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.29 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.6514-15 >591 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:176 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31'Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. B3:2x4 SP No.213 WEBS 1 Row at midpt 3-18,9-11 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 18=1967/0.8-0 (min.0-1-10),11=1766/0-8-0 (min.0-1-13) Max Horz18=113(LC 6) Max Upliftl8=-803(LC 4),11=-653(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. *see TOP CHORD 1-20=260/246.2-20=372/255,2-22=376/198,3-22=354/225,3-23=3878/2427,4-23=3784/2434,4-5=-3460/2329,5.6=3287/2297, 0 0 6-7=-3319/2330,7-8=3492/2362,8-24=3965/2615,9-24=4060/2609,9-25=596/456,10-25=-681/450,10-11=-391/330 • • 0000 •••••• BOT CHORD 19-26=276/332,21-26=276/332,21-27=212/340,18.27=2121340,18.28=-2129/3564,17-28=-2129/3564,17-29=-2270/3689, • • • • 16-29=-2270/3689,15-16=2270%3689,1530=2123/3458,14-30=2123/3458,13-14=2368/3791,1331=2368/3791,12-31=2368/3791• • 0••• •• 12-32=2419/3835.111-32=2419/3835 000040 •••• 000000 WEBS 2-18=-484/520,318=-3572/2337,317=61/256,4-15=-551/383,515=-339/638,6-15=-457/241,6-14=419/194,7-14=345/645, • 8-14=628/463,8-12=-25/296,9.11=-3489/2211,19-20=-252/496,1-21=580/286 990:00 • s • 0000•• 0000 0000 • • • • • NOTES- •0000 0000 0000• 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL= 5.Opsf,,h=21ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFR3•••• ••• • ••i••• (envelope)and C-C Exterior(2)-0-0-1 to 3-413,Interlor(1)3-413 to 9-2-3,Exterior(2)9-2-3 to 26-2-13.Interior(1)26-2-13 to 30-6-6 zone;cantilever X13• • o.: exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• •• ••• 3)Provide adequate drainage to prevent water ponding. •••••• • •• 4)All plates are MT20 plates unless otherwise indicated. • • • • 5 Plates checked fora plus or minus 0 degree rotation about its center. • • • ••• 000, •• P 9 0000 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)18=803,11=653. • • • • • 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chora, • • •••••• • •• • nonconw0000 :0000: rrent with any other live loads. • • • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• • LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 30-5-235-4248 Florida Professional Engineering License No.36921 Special Inspector License]10.636 iJob !Truss TrunsType �Oty jPly �ADo:M/MFABIANOSILVEIRA (R.C.) 9358 A7I Hip !1 1 I Job Reference(optional) 1 t _ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:46 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-v2KTIICxPNlbnkyiNx8FL4RX?7abgJ 1 Zz9q PU RzU73Z 1-8-0 6-10-0 12-0-0 17-8-8 23-5-0 _� 28-7-0 33-9-0 35-50, 5-2-0 5-8-8 --I--- 5-8-8— — 5-2-0 5-2-0 ---S 0~ Scale=1:60.5 3.50 12 5x8= 2x4 11 5x8= 4 2415 _2 25 6 l 3x4� 3x4 zzz 3 i 7 d. 5x811 23 1 It 26 5x811 0, 18 219 2 4 I 1 4 8 01 0 1c; 0 0 17 19 1f,7 28 29 15 30 14 31 13 32 12 33 11 34 10 22 36 3x6— 6x6= 5x6= 3x8= 5x6= 6x6= 3x6— 1-8-0 34-9.0 1-4-0 6-10.0 , 12-0-0 , 17-8-8 23-5-0 , 28-7-0 33-9-0 34-1-03,5-5,0 1 1-4-0 5-2-0 52-0 5-8 8 5 8 8 52-0 52-0 0-0-0 0-8 0-4-0 0-8-0 Plate Offsets(X,Y)-[2:0.6-4,0.1-121,[4:0-5-4,0-2-8],16:0-5-4,0-2-aL[8:0-6-4,0.1-121,[12:0-3-0,0-3-01,[14:0-3-0,0.3-0) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (toc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) 0.36 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(TL) -0.76 13.14 >505 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight 176 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bradng. 0000 • WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-15 f3-11 *0000 • •••• •••••• MTek mcommends that StaM erSane required cross bracin be installed • • 9 • during truss erection,in acro ce wi&Stabilizer I6&Mon guide. REACTIONS.Ob/size) 16=1949/0-8-0 (min.0-2-5),10=1949/0-8.0(min.0-2-5) 000000 •••• •••• • Max Horz 16=82(LC 7) • Max Uplift16=811(LC 4),10=-811(LC 5) •••••• • • • •••• •••• • • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-18=-297/266.2-18=3371246,2-23=3915/2491.323=3843/2504,3-4=3682/24654,4-24=4009/2779.S-24=4009/2779,525=4009/2/1'8• 9000 ••••• 6-25=-4009/2779,6-7=3682/2464,7-26=3843/2504,8.26=391512491,8.21=337/246,9-21=297/266 000000 ••• 0 0•*••• BOT CHORD 17-27=261/336,19.27=261/336,19-28=206/307,16-28=2061307,16-29=206/307,1529=206/307,1530=2279/3689,14-30=2279/3689, 0 0 0 14-31=2107!3469,1331=2107/3469,1332=-2107/3469,12-32=2107/3469,12-33=2279/3689,11-33=2279/3689,11-34=206130-,• •• •• 0660:6 • 10.34=206/307,10.35=206/307,22-35=-206/307,22-36=261/336,20.36=-261/336 WEBS 2-16=1820/1389,2-15=2278/3402,315=297/324,314=-334/252,4-14=-46/336,4-13=408/838,513=578/501,6-13=-408/838, • • • • 6-12=47/336,7-12=-334/254,7-11=297/324,8-11=2278!3402,8-10=1820/1389,17-18=281/611.1-19=-656/304,20.21=2811611,• 0 • ••• 00000:••••• •••• 9-22=-656/304 • • • • • NOTES- 1 Unbalanced roof live loads have been considered for this design. so 0 • • • 2)Wind:ASCE 7-10;Vult--l75mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-0.0.1 to 36.7,Interior(1)36-7 to 6-10-0,Extedor(2)6-10-0 to 12-0-0,Interior(1)17-0-2 to 18-414,Exterior(2)235-0 to 3551 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)16=811,10=811. 6)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineer 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fa;:"0.' 8 Florida Professional Engineering License No.36921 Special Inspector Licensc T'o.636 [Job �Truas Truss Type Qty Ply ADD:M/M FABIANO SILVEIRA (R.C.) - -- j9358 AS Hip L _Lob Referenceo bona!?_ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:47 2016 Pag ID:PROBeuXtEyLLdjefy7t7oGzV3gv-NEtry5DZAhtSPtWuxefUtl iJXvIPm7iBpazOtzU73Y 1-8-0 6-10-0 12-0-0 17-8-8 123-5-0 28-7-0 34-1-0 I 1-8-0 52-0 52-0 �— 588 -- 5-8-88-8 --- - 5-2-0 5-6-0 Scale=1:58.2 4x8= 1x4 11 4x8= 3.50 12 4 22 2 23 6 3x4= 3x4 321 7 24 5x8 I 1 2018 2 4 4 �25 8 01 CP Ej p 6 172619 16 27 28 15 29 14 30 13 31 12 11 32 10 33 9 3x4— 6x6= 5x6= 3x8= 3x4= 5x6= 7x8 3x10 MT20HS= 1-8-0 i 1-4-0, 6-10-0 i 12-0-0 17-8-8 23b-0_ _ i 28-7-0 335-0 a4-110 5-2-0 5-2-0 5-8-8 5-2.0 410-0 0-8-0 0-4-0 Plate Offsets(X Y)-[2:0-6-4.0-1-121,[4:0-5-4,0.2-01,[6:0-54,0-2-01,F9:0-3-0,0-2-01,[14:0-3-0,0.3.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.13 Plate Grip DOL 1.33 TC 0.86 Vert(LL) 0.38 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.7813-14 >494 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:172 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. •••• 83:2x4 SP No.213 WEBS 1 Row at midpt 2-15, 10 0 • • •-+—, WEBS 2x4 SP No.2 MiTek recommends that StabBizerssanO required cross bracing be installed during truss erection,in accordlAce with Stabilizer Ire t6Ratlon guide. • REACTIONS.(Ib/size) 16=1968/0-8-0(min.0-2-5),9=1766/0-8-0 (min.0-1-13) 000000 •••• 000000 Max Horz16=99(LC 6) • Max Upliftt 6=817(LC 4),9=666(LC 5) •••••• •••• •••• • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-18=-307/262,2-18=337/246,2-20=3963/2500,3.20=3891/2513,3-21=3740/2478,4-21=-373112492,4-22=-409&2834,522=4095P2&A! •••• 00000 523=-4095/2834,6-23=-4095/2834,6-24=-3787/2553,7-24=379-142539,7-25=-4111/2739,8.25=-4197/2731,8-9=-1679/1166 • BOT CHORD 17-26=-256/348,19-26=256/348,19-27=206/307,16-27=206/307,1628=206/307,1528=-206/307,15.29=2318/3735,1429=2318%3135•*• ••• •0:06* 1430=2169/3525,1330=2169/3525,13.31=2229/3588,12-31=-2229/3588,11-12=-2229/3588,11-32=255013963,10-32=2550/396 , •• •• •••••• 10-33=-464/693,9-33=-464/693 • WEBS 2-16=1838/1393,2-15=-2303!3450,315=303/327,3-14=329/250,4-14=-45/335,4-13=-4411871,513=-579/497,613=371/809, •• • • •• 6-11=911367.7-1 1=-455/348,7-10=226/274,8-10=-2093/3283,17-18=305/631,1-19=-678/329 • • • • •••••• • • • • • NOTES- • • • •••••• 1)Unbalanced roof live loads have been considered for this design. •• • 0000 • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS • • • (envelope)and C-C Exterior(2)-0-0.1 to 34-13,Interior(1)3.413 to 7-2-3,Exterior(2)7-2-3 to 12-0-0,Interior(1)16-9-13 to 167-3,Exterior(2)2350 to 3311-4 •• • zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)16=817,9=666. 7)This truss has been designed for a moving concentrated load of 200.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineer,- 13901 ngineers13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fw,.305-235-42'3 Florida Professional Engineering License No.36921 Special Inspector License Nfo.636 Job Truss TrussType Qty Ply jADD:MIM FABIANOSILVEIRA (R.C.) I 19358 A9Hip i1 1 __ _ _ 1 Job Reference Loptiona0 DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:48 2016 Peg I D:PROSeuXtEyLLdjefy7t7oGzV3gv-rQ RDAR DCx_?J 1155V MAjQV WzXxLA8FVrQTJ WYKzU73X 1-8-0 , 7-0.0 10.0.0 - S-2-4 20.2-12 25-5-0 29-7-0 33-9-0 355-0 8-0 ' 5-4-0 3 0 5-2-4 5.0.8 5-2-4-- 4-2-0 +- 4-2-0 ----1-8 0 Scale=1:60.5 3.50 12 5x6= 2x4 11 3x4= 5x6= 4 5 6 3x4 7 3 3x4 I 8 29 5x8% 27 2 W4 Tj 30 5x8/! N 01 222 \ 9 1 9 2510 oM d �- Id 21 23 291 32 33 19 34 18 17 35 16 36 15 3714 13 38 12 39 11 26 21p 41 3x6= 4x6 II 3x4= 3x6- 3x8= 3x4= 3x6- 4x6 II 4x4= 3x6- 1-8-0 34-9-0 1-4-07-0-0 , 10-0-0 1 15-2-4 1 20.2-12 1 25-5-0 29-7-0 , 33-9-0 34--035-5,0 '1-4-0 5-4-0 T 3-0-0 5-2.4 5-0-8 5-2-4 4-2-0 4-2-0 0-4-0 0-8-0 0-4-0 0-8-0 Plate Offsets(X,Y)-12:0-1-12,0-1-121,[4:0-1-40-2-41,[7:0-2-8.0-2-8,[9:0.3-03-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.45 Vert(LL) -0.0515-16 >999 360 I MT20 244/190 TCDL 15.0Lumber DOL 1.33 BC 0.59 Vert(TL) -0.1815-16 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) -0.01 11 n/a n/a BCDL 10.0 Code FRC20107rP12007 (Matrix-M) I Weight 177 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10.14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Ewepi:• WEBS 2x4 SP No.2 10-0-0 oc bracing:16-18,15-1(1, • • •_ MIT ek recommends that Stabilizeraand required cross br bradng be mstalle • during truss erection,in accordSrlbe wilh Stabilizer IMsta119Ron guio. • REACTIONS. All bearings 0-8-0. • (lb)- Max Horz20=68(LC 6) • Max Uplift All uplift 100 Ib or less at joints)except 20=304(LC 4),119=674(1-C 4),13=907(LC 5),11=390(LC 5) •••••• • • • Max Grav All reactions 250 Ib or less at joint(s)except 20=343(LC 26),19=1468(LC 11),13=1771(LC 1),11=402(LC 37) •••• •••• •••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••• 0000 ••••• TOP CHORD 1-22=-871376,2-22=167/386,2-27=216/490,27-28=209/495,3-28=207/562,3-4=5401384,4-5=-1 133f733,56=1133!733,6-7=79,/"1• 000 • • 7-8=514f768,8-29=1138/384,29-30=152/377,9-30=169/377,9-25=136/414,10-25=86/397 0 • •••0 0 ••••• BOT CHORD 21-31=387/102,23.31=387/102,2332=341/144,20.32=341/144,20-33=341/144,19-33=341/144,19-34=476/320,18-34=476/3!01 •• •• 000000 17-18=98/443,17-35=98/443,16-35=98/443,16-36=182f791,15-36=-182!791,15-37=689/710,14-37=-689/710,13-14=689/710,0 • •• 13-38=268/146,12-38=-268/146,12-39=-3741115,11-39=374/115,11-40=-374/115,26-40=374/115,26.41=-410792,24-41=-410/92 0•0 • •• WEBS 2-20=-319/297,2-19=472/391,3-19=-1314/846,3-18=523/1132,4-18=557/392,4-16=-4071793,5-16=-489/411,6-16=-339/438, • • • • •••••• 6-15=700/572,7-15=999/1606,7-13=-1388/1022,8-13=708/1049,8-12=287/252,9-12=301/262,9-11=-346/451,10-26=-68/278 •••••• NOTES- •• • •••• • • 1)Unbalanced roof live loads have been considered for this design. 96%00 • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS •• • (envelope)and C-C Exterior(2)-0-0-1 to 3-6-7,Interior(1)3-6-7 to 4-11-14,Exterior(2)4-11-14 to 10-0-0,Interior(1)15-2-4 to 20-2-12.Exterior(2)25-5-0 to 35-5-1 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 lb uplift at joint 20,674 Ib uplift at joint 19,907 Ib uplift at joint 13 and 390 Ib uplift at joint 11. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmounu Zc;ifachari,P.E. Consulting Engineer 13901 S.W. 108 Av!e, Miami,Florida 33176 Phone 305-273-2428 Fw.--J5-235-4248 Florida Professional Engineering License No.36921 Special Inspector License i lo.636 Job - ----- I Truss------ ----—jTross Type ----- Qty -_TPly ----!ADD:M/MM FABIANO SILVEIRA (R.C.) ------- - l 9358 iA10 Hip I 1 j I Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:48 2016 Pag I D:P R08euXtEyLLdjefy7t7oGzV3gv-rQRDARDCx_?J 1155V MAjQV WtaxFA8D4rQTJWYKzU73X 1-8-0 , 5-10.0_ 10-0-0 15 2-4 20.2-12 25-5-0 29.7-0 341-0 18-0 42-0 - --4-2-0 T 5 2 4 ---- 5-0-8 5-2-4 --�--42-0 46-0 Scale=1:58.2 3.50 F12 5x8= 1 x4 11 3x4= 5x8= 4 525 626 7 3x4% 3x4 24 3 8 5x8 11 23 N 21 2 \ '1 4 9 ci 0 1_Et- L I L-3 EJ 2 rn a — o 202722 19 28 29 18 30 17 16 31 t5 32 14 13 33 12 34 11 35 10 3x4- 6x6 11 3x10 MT20HS= 3x8= 3x4= 3x4= 5x6= 7x8 3x4= 3x10 MT20HS= 1.8-0 i 1-4-0 i 5-10-0 10-0-0 15-2 i 20-2-12 25-5-0 29-7-0 335-0 34-1,0 r1-4-0 42-0 4-2-0 5-2-4 5-0-8 5-2-4 42-0 3-10-0 0-4-0 Plate Offsets(X,Y)-[2:0-6-40-1-121.[4:0.5-4,0.2-81,[7:0.54,0-2-81,[10:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) 0.441415 >876 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(TQ -0.941415 >411 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.18 10 n/a rt/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:172 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. •••• B2:Zx4 SP No.2D MiTek recommends that Statylizers qrd require c b, 'ng be initallgci WEBS 2x4 SP No.2 Burin truss erection,in accadanc4 with Stabilizer nstal abon guide. :• REACTIONS.(lb/size) 19=1971/0-8-0 (min.0-2-5),10=1763/0-8-0 (min.0-2-1) • • Max Horz19=86(LC 6) •••••• •••• •••••• • Max Uplifn9=830(LC 4),10=-676(LC 5) 000000 • • • FORCES. (lb)-Max.CompJMax.Ten.-A11 forces 250(Ib)or less except when shown. •••• •••• • • TOP CHORD 1-21=511/234,2-21=193/397,2-23=-3723/2358,2324=3659/2363,3-24=3635/2368,3-4=3a7412541,4-25=4712/3124.5 =- 2547 ice•• • • •••• ••••• 5-6=471213124,6-26=4755/3166,7-26=4755/3166,7-8=3992/2659,8-9=-4063/2701,9-10=1679/1177 • • BOT CHORD 20-27=276/589,22-27=-276/589,22-28=359/179,19-28=359/179,19.29=359/151,18-29=359/151,18-30=2185/3512,17-30=21"!3S1t1 • 000 • *0000 16-17=2242!3674,16-31=2242/3674,15-31=2242/3674,15-32=2916/4755,1432=2916/4755,13-14=2357/3789,13 �9•33=2357/3 • • 0 • •. .• •.•.• . 12-33=2357/3789,12-34=2523!3842,11-34=-2523/3842,11-35=-405/582,10-35=-405/582 • WEBS 2-19=1837/1378,2-18=2353/3536,318=-434/392,317=129/422,417=-32/252,415=726/1332,515=483/393,6-14=-527/373, •• • • 0 7-14=-642/1262,7-12=-43/293,8-11=322/314,9-11=2130/3278,20-21=636/1114,1-22=1196/685 • • • • • •••••• NOTES- • • • • • 1)Unbalanced roof live loads have been considered for this design. • • • •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=211/,Cat 11;Exp C;End.,GCpi=0.18;MWFRt• • •••:•• • • (envelope)and C-C Exterior(2)-0-0-1 to 3-4-13,Interior(1)3-4-13 to 52-3,Exterior(2)52-3 to 10-0-0.Interior(1)14-9-13 to 2D-7-3,Exterior(2)2550 to 3311-4 •• • zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 830 Ib uplift at joint 19 and 676 lb uplift at joint 10. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zoifaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 ---- ------(Truss ------- ITrussType-------- ---------IOty Ply ADD:M/M FABIANO SILVEIRA (R.C.)-- ---------- 9358 AG11 HIPGIRDER -- -- Job Reference(optional) DECO TRUSS COMPANY INC..Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiiTek Industries,Inc. Mon Apr 04 11:49:49 2016 Pag I D:PROSeuXtEyLLdjefy7t7oGzV3gv-Jd?bNnEgil79eBgH33iyyj353LeXtfz?f7334mzU73W 1-8-0 7-0-0 8-0-Q 12-4-4 1fr8-8 21-0 12 25-5-0 27-5-0 30.7-0 33-9-0 35-5-0 1-8-0 5-4-0 1-0.0 4-4-4 4 4 4 +— 4-4-4 4-4-4 r 2-0-0 ' 3-2-0 32-0 1- Scale Scale=1:59.9 2x4 11 3.50 12 5x8 4x4= 4x8= 4x4= 5x6= 6x8= 3x4 2 3 29 4 30 31 5 6 32 7 T 33 8 9 3x4 Frl 10 ryP4 23 27 25 o 1 21 11 o c5 11 Li C? Ici 0 0 34 22 24 35 36 20 37 19 38 18 39 4017 41 4243 16 15 14 44 13 45 12 46 28 26 4748 4x6=4x8 11 2x4 11 7x8= 4x8= 4x6= 4x8= 4x8 I I 4x6 I I 2x4 11 4x8 11 4x6= 4x4= 14-0 35-5-0 1-4-0 i 12-4-4 16-8-8 i 21-0-12 i 25-5-0 275-0 1 30-7-0 1 33-9-0 34-1-0 1-4-0 5-4-0 1 4-4-4 4-4-4 4-4-4 4-4-4 2-0-0 32-0 3-2-0 0=4-0 0-4-0 1-4-0 _ Plate Offsets()(,Y)—[1:0.1-12,2-0-11,[1:0.6-1,0-0-101 [3:0-2-12,0-3-41,18:0-3-0,0-2-121,[9:0-2-12,0-4-01.[11:0-6-1,0-0-101,[11:0-1-12,2-0-1].[13:0-4-0,0-2-01,(14:0-4-12,0-2-01,[18:0.3 8,0 4 81 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.10 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.2817-18 >801 240 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.01 11 n/a n/a BCDL 10.0 Code FRC2010/fP12007 (Matrix-M) Weight:213 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-311 oc purlins. T2,T3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. goo* BOT CHORD 2x6 SP No.2 MiTek recommends that StabWzers a%d required Sisp ng be in �lg •• WEBS 2x4 SP No.2 during truss erection,in accordanceswitb Stabilizer nstallatfon guide. WEDGE •• • •••• • Left:2x4 SP No.2,Right:2x4 SP No.2 • • •••••• •••• •••••• • REACTIONS. All bearings 0.8-0. 000000 • • • (lb)- Max HorzI=54(LC 6) •••••• Max Uplift All uplift 100 Ib or less atjoint(s)except 20=1140(LC 3),14=1877(LC 4),1=371(LG 48),11=398(LC 49) •••• •••• • • Max Grav All reactions 250 lb or less atjoint(s)1 except 20=2367(LC 10).14=3688(LC 21),11=327(LC 45) •••••• •0009 • ••••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••••• ••• • ••••• TOP CHORD 1-21=110/507,21-23=217/779,2-23=322/1163,2-3=9/358,3-29=-1943/820,4-29=-1 945/821, • • • • •• •• •• •••••• 4-30=2712/1060,30.31=2712/1060,5-31=2712/1060,5-6=-2712/1060,6-32=2712/1060, • 7-32=2712/1060,7-33=1260/460,8-33=1260/460,8-9=759/1817,9-10=191/921,10.27=43/485, •••••• • • 25-27=431507,111-25=110/503 • • • • BOT CHORD 1-34=474/1117,22-34=474/117,22-35=792/209,24-35=791/210,24-36=-10931410,2(3-36=10931410. • • ••• • •••••• 20-37=-1093/410,19-37=1093/410,19-38=-449/179,18-38=-449/179,18-39=804/2034,39-40=-804/2034, • • • • • 17-40=804/2034,17-41=355/1260,41-42=355/1260,42-43=355/1260,16-43=-355/1260, • • • •••••• 15-16=1820/909,14-15=1820/909,14-44=843/243,13-44=8437243,13-45=-458/78,12-45=-458//8, •• 0 000* • • 12-46=458/78,28-46=458/78,28-47=575/52,26-47=575/52,26-48=471/117,11-48=471/117 •••• • WEBS 2-20=1827f770.2-19=559/1530,3-19=-1540/643,3-18=-96212675,4-18=1063/573,4-17=170/867, _ 5-17=-726/462,7-17=-672/1737,7-16=1361/748,8.16=-1367/3422,8-14=2075/1004,9-14=-1891/1010, N 9-13=-464/1179,10-13=-645/408,10-12=-103/317,2324=391/256.22-23=129/407,21-24=364/152 CS NOTES- 1)Unbalanced roof live loads have been considered for this design. C 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS Z (envelope);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �r 3)Provide adequate drainage to prevent water ponding. 1 y 4)Plates checked for a plus or minus 0 degree rotation about its center. N v 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1140 Ib uplift at joint 20,1877 Ib uplift at joint 14,371 Ib uplift at joint J 1 and 398 Ib uplift at joint 11. kn cit pq M 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, N C nonconcurrent with any other live loads. k" y O 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. W C i � 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 Ib down and 120 Ib up at 8-0.0,141 Ib down and 1201b N up at 10-0-12,141 Ib down and 120 Ib up at 12-D-12,141 Ib down and 120 Ib up at 14-D-12,141 Ib down and 120 Ib up at 16-0-12,141 Ib down and 120 Ib up e� cd 00C at 17-8.8,141 Ib down and 120 Ib up at 19-4-4,141 Ib down and 120 Ib up at 21-4-4,141 Ib down and 120 lb up at 2344,and 141 Ib down and 120 Ib up at = 110 W 25-4-4,and 141 Ib down and 195 Ib up at 27-5-0 on top chord,and 295 Ib down and 182 Ib up at 8-0.0,and 1114 Ib down and 363 Ib up at 27-4-4 on bottom ti 4 t_ oo a chord. The design/selection of such connection device(s)is the responsibility of others. > M d C r M N O LOAD CASE(S)Standard c o -a ,n v 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 «1 W N 140— 00- Uniform Loads(plf) ��3 0 o Vert:1-3=-90,39=90,9-11=-90,1-11=20 = u O 0. Concentrated Loads(lb) O z to —ca Vert:3=-1416=1419=-14119=7118=414=-1417=-14116=-418=-14113=-50415=-4129=-14130=-14131=14132=14133=-14138=-4139=-41 40=41 41=41 43=41 o ' w Q IJob' ITruss 1Truss Type IOtyiPly ADD:M/M FABIANO SILVEIRA (R.C.) � I I 19358 AG12 HIP GIRDER - I1 i 2 Job Reference optional)__ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:51 2016 Pag I D:P ROSeuXtEyLLdjefy7t7oGzV3gv-G?7MoTG4 EvNtuVggAUkQ288SL8HRLd16RYA9fzU73 U 1-8-0 4-10-0_ 8-0-0 12-8-4 17-2-12 _ 21-9-4 26-312 31-0-0 4_ 34.1-0 11-60 32-0 32-0 T 48 4 4-6 8 4-6-8 4-68 4-8-4 3-1-0 Scale=1:60.5 Contractor must refer to Engineer Drawing For proper nailing instructions on Multiple Member Girder Attachment 3.50 12 5x8= 3x4= 3x4= 4x6= 2x4 II 3x4= 5x8= 3x4% 3 24 254 2 2 27 5 28 6 7 29 8 30 31 9 3x6 2 10 20 22 1 1W1 p 1 ' N f-1R1 R1 Rl O 32 21 23 33 194 35 18 36 37 17 16 38 39 40 15 41 4243 14 44 45 13 4647 48 12 49 5011 3x10% 2x4 11 4x6 11 5x10 MT20HS= 3x4= 7x10 M18SHS= 4x6= 4x4= 3x6 11 3x10 II 3x4= 1-8-0 1-4-0, , 4-10-0 8-0-0 12-8-4 17-2-12 1 21-9-4 26-3-12 , 31-0.0 335-0 WAT0 1� 3-2-0 3-2-0 4-8-4 4-6-8 45-8 45-8 4-8� 25-0 --BA 0-4-0 Plate Offsets(x,Y)_11:0-4-7,0-1-8j,_L3_O-1-12,0-3-4,[9:0-2-12,0 3-a],[11:0-4-0 0-1-8).113:0-3-0,0-2-41.[1a:0-2-1 z,0-4-8),[16:0-1-12,0.1-8L[17:045,0.2-81.[18:0.3-12,0.2-0] LOADING(psf) SPACING- 2440 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.44 15 >933 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 I Vert(TL) -1.1514-15 >354 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.17 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:430 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3.614 oc purlins, except end verticals. T2,T3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or&412 oc bracing. *see BOT CHORD 2x6 SP No.1 D"Except* 00 • • B3:2x6 SP No.2 000• 0690•• • • • WEBS 2x4 SP No.2"Except" •6 • 0060 6• W4:2x6 SP No.2 • 0 WEDGE •••60• •00• •0000• 6 Left,2x4 SP No.2 000000 • • 0 REACTIONS.(Ib/size) 11=3662/0-8-0 (min.42-3),1=3355/0-8-0 (min.41-12) •••• ••••• • • • • • Max Horz1=115(1C37) 0000 0000 00000 Max Uplifts 1=-1533(LC 4),1=-1420(LC 3) 0 0 Max Grav11=3727(LC 34),1=3428(LC 24) •••••• 0000 • 0060* FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •• •• •• •••6:• TOP CHORD 1-20=379/135,2422=3303/1286,2-22=6964/2769,2-3=-9188/3571,3-24=1 1990/4766, •••••• • • 24-25=11991/4767,4-25=11993/4769,4-26=-13029/5192,2 627=1 30 29/51 92,5-27=13029/5192, • • • 6 5-28=1193014802,628=11930/4802,67=11930/4802,7-29=11894/4739,8-29=11894/4739, 6 6 • 0 6•••0 0 •006•• 8-30=9146/3698,3431=9145/3696,9-31=9143(3695,9-10=4484/1793,1411=3286/1343 0 0 0 0 0 BOT CHORD 1-32=-113/348,21-32=-113/348,21-33=-1221/2926,23-33=1220/2927,23-34=-2673/6W5, • • • •••••• 10-34=2673/6605,19-35=-2673/6605,18-35-2673/6605,18-36=3428/8897,36-37=3428/8897, •0 • •00:0e • • 17-37=-3428/8897,16-17=3428/8897,16-38=-4730111990.38-39=4730/11990,39-40=-4730/11990, •• • 15-40=-4730/11990,15-41=5158113029,41-42=5158/13029,42-43=5158/13029,43-44=-5158/13029, 1 4-44=51 58/1 30 2 9,14-45=3660/9144,13-45=3660/9144,13-46=1647/4218,4647=-1647/4218, 47-48=1647/4218,12-48=1647/4218 WEBS 2-19=-1362/560,2-18=851/2496,3-18=-67/1054,316=-1484/3604,4-16=1491/777,4-15=507/1321, 515=370/304,514=-1381/428,7-14=714/450,614=-1178/3201,613=2208/1099,9-13=-2251/5552, b 9.12=-1467!716,1412=1777/4568,2421=-1965/830,22-23=-201/673,21-22=2657/1061, t+r 2423=-942/2395 p z NOTES- 1)2-ply OTES-1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 00 Top chords connected as follows:2x4-1 row at 49-0 oc,2x6-2 rows staggered at 49-0 oc. N Bottom chords connected as follows:2x6-2 rows staggered at 49-0 oc. Webs connected as follows:2x4-1 row at 49-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been N r- provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4i G 3)Unbalanced roof live loads have been considered for this design. <> 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS lyj (envelope):cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60Cd ^� 5)Provide adequate drainage to prevent water ponding. ty n 6)All plates are MT20 plates unless otherwise indicated. a op W 7)Plates checked for a plus or minus 0 degree rotation about its center. C y > <1 @ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1533 lb uplift at joint 11 and 1420 lb uplift at joint 1. t13 (U Q M O O 9)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, 0 oo ca r- •N nonconcurrent with any other live loads. o J 41 in ,ai N 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. t-4 W 0 N p " 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 Ib down and 120 Ib up at 640,141 Ib down and 120 3 Ib up at 14412,141 Ib down and 120 Ib up at 12-412,141 Ib down and 120 Ib up at 14-412,141 Ib down and 120 lb up at 16412.141 Ib down and 120 lb � t/j W en up at 18-0-12,141 Ib down and 120 Ib up at 20-0-12,141 Ib down and 1201bup at 22-0-12,141 Ib down and 120Ib up at 24-0-12,141 Ib down and 120Ib up O V O at 26412,and 141 Ib down and 1201b up at 28-412,and 141 Ib down and 120 Ib up at 34412 on top chord,and 1114 Ib down and 2351b up at 60-0,and v, O p •�- CJ 343 lb down and 140 lb up at 32-412,and 349 lb down and 147 Ib up at 33-4-4 on bottom chord. The design/selection of such connection device(s)is the Hca p M fl" responsibility of others. J &9APj&P05FO b§tpndard 'Job Truss Truss Type Qty iPly iAADD:M/MFABIANOSILVEIRA (R.C.) -- — — ---- 9358 iAG12 HIP GIRDER !1 j - L-- I _?b Reference optional)__ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:51 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-G?7MoTG4 EvNtuVggAUkQ288SL8H RLc116RYA9fzU73U LOAD CASE(S)Standard 3)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p!f) Vert:1-3=-90,3-9=-90,9-10=-90,1-11=20 Concentrated Loads(lb) Vert:3=141 6=-141 17=-41 18=-504 7=-141 8=-141 13=41 24=-141 25=141 26=-141 27=141 28=141 29=141 30=-141 31=141 36=41 38=41 40=-41 41=-41 43=41 44=41 45=41 46=41 48=-41 49=-316(F)50=332 0000 • • 0000 •••••• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • e 0000•• 0000 0000 • • •••• 0000 0000• 0000•• ••• • •�••• •• •• •0 00.0.0 • 0000•• • 0 • • • • 0000•• 0000•• 90 • 0000 • • 0.4 • mahmound Zalfjoharl, .E. Consulting Engineers 13901 S.W. 108 Ali' Miami,Florida 33176 ? 2428 F ' 3 5-42,11 ha21 Florida Professional Engineering License No.369 Special Inspector License NO.636 Job 'Truss �TrussType jQty iPly -1-ADD:M/MFABIANOSILVEIRA (R.C.) 9358 1 Bt COMMON 14 1 _ - _ ,_ !Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:51 2016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-G?7MoTG4EvNtuVggAUkQ288TT8HrLXA16RYA9fzU73 U 1-8-0 7-1-8 12-7-0 18-0-8 22-10-8 00 + 5 5 8 -- 5-5-8 - 5-5-8 4-10-0 Scale=1:38.6 4x4= 4 3.50 12 16 17 3x4\\ 3x4 3 f2 5 1 18 3x4 I I fO 4x8\\ 15 6 13 2 ( cel 1 B `o d 19 14 21 10 9 22 8 23 12 3x4=2011 3x4= 3x10 MT20HS= 3x4= 7 4x6 11 1 4-0 1x8,0 9-0-3 16-1-13 22-10-8 r 1-4-0 0-4-0 7-4-3 7-1-11 6-8-11 Plate Offsets(X Y)-[2:0-4-15,0-2-6-1,[3:0-2-0,0-0-121,[5:G-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.12 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(TL) -0.50 8-10 >502 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FRC2010/TP12D07 (Matrix-M) Weight:109 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-38 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, EV", WEBS 2x4 SP No.2 6-0-0 oc bracing:11-14. • 0 WEBS 1Raw atmidpt 311• • 0000 0000•• MiTekrecommends that Stabil*0s and required crossiiberjsing be installed during truss erection,in acco darLpgwith Stabilizg IIrAtall.�=ation_quide`�_ssi- REACTIONS.(Ib/size) 11=1349/0-8-0 (min.0-1-9),7=1152/0-2-8 (min.0-1-8) Max Horz 11=1 14(LC 6) 609:66 • 0 • ••0••• Max Uplifttl=-558(LC 4),7=402(LC 5) •0•• 0 0•• 0 0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. fee* •••• ••••• TOP CHORD 1-13=-164/411,2-13=-499/159,2-15=504/160,315=-4651173,316=2182/1288,4-16=2109/1296.4-17=-2010/11283.5-17=2083/1275*40000 ***a • ••i 0.0 6-18=281/181 BOT CHORD 12-19=-429/186,14-19=429/186.14-20=1 21/447,11-20=-121/447,11-21=1260/2263.10-21=12602263,9-10=910/1648,9-22=-91IN64$•0 0 i •••••• 8-22=-910/1648,8-23=1227/2074,7-23=1227/2074 ••0••• • •• WEBS 2-11=523/562,311=4979/1331,310=-402/310,4-10=-200/597,4-8=179/484,5-8=288/280,5-7=20391112119,113-14=305/811, • • • 12-13=-312/192.1-14=-208/367 • • • • ••00.0 00.00• 0 • NOTES- • • • 1)Unbalanced roof live loads have been considered for this design. ••• • • •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS• • 0 0• • • • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 9-7-0,Exterior(2)9-7-0 to 12-7-0.Interior(1)15-7-0 to 19-8.12 zone;cantilever left •• 0 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 Ib uplift at joint 11 and 402 Ib uplift at joint 7. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zcifaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fw, 3�5-235-42?3 Florida Professional Engineering License No.3692; Special Inspector License No.636 Job (Truss TTruss Type (Qty ilPly iADD:M/M FABIANO SILVEIRA (R.C.) 19358 B2 I COMMON 1 1 L, _ I �__ Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:52 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-kChk?pHi?DVkVfPskBFfaLhdPYd24_QR L5Hjh5zU73T 1-8-0 7-1-8 12-4-8 1�-9-8 18-0-8 _ 22-10-8 1-8-0 5-5-8 5-3-0 0-5=0 5-3-0 4-10-0 _— Scale=1:39.3 4x6= 4 3.50 F12 3x4\\ 6 17 3x4 3 5 r' iT_ 18 3x4 11 4x8\\ 15 6 13 2 d1� B to 19 14 21 10 9 22 8 23 123x4=2011 3x4= 3x10 MT20HS= 3x4= 7 4x6 11 -0 1x8,0 9-0-3 16-1-13 22-10-8 1 1144-0 0-4'0 7-4-3 7-1-11 6-8-11 Plate OffsetsY)=�0-4-15,0-2-0],[3:0.2-0 0-0.12]_5[ 0-2-0,0-0112L LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) 0.13 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(TL) -0.50 8.10 >502 240 MT20HS 187/143 BCLL 0.0 —� Rep Stress Incr YES — WB 0.92 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FRC2010/rP12007 I (Matrix-M) i Weight:109 lb FT=0% LUMBER- BRACING- 0 • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathingdireid lief or 3314 oe urlins, ex •0 0 0•• y app p sept end veticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 224 oc Dracing, Exc§*•• • WEBS 2x4 SP No.2 6-0-0 oc bracing:11-14. • 0000•• 0000 0000•0 WEBS 1 Row at midpt 3.11 • MiTek recommends that StabIlifersVicrrequired cross racing be in I��•• during truss erection,in accordwses ith Stabilizer ineWletior guide.• • REACTIONS.(Ib/size) 11=1349/0-8-0 (min.0-1-9),7=1152/0-2-8(min.0-1-8) • • • • Max Horz11=113(LC6) 0000 0000 00000 Max Upliftl l=-558(LC 4),7=402(LC 5) •• :*0: 0 0 0 0 **:00 • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •• •• •0 000000 TOP CHORD 1-13=169/411,2-13=499/160,2-15=504/160,315=-465/174,3.16=-2186/1378,4-16=2114/1392,4-17=-2015/1376,5-17=2087/13020•••0 0 0• 6-18=-281/178 • 0 0 0 BOT CHORD 12-19=-429/192,14-19=-429/192,14-20=121/447,11-20=-121/447,11-21=1358/2263,10.21=1358/2263,9-10=-989/1661,9-22=-989/1661, 0 • • •••00:0• 8-22=989/1661,8-23---1318/2074,7-23=-1318/2074 •0 0 0 0• WEBS 2-11=523/553,311=1979/1430,310=393/324,4-10=-212/590,4.8=189/477,'x8=279/289,5-7=2039/1320,1314=305/81, 0 0 00 0 000000 12-13=312/204,1-14=2201366 00 0 0 0•• 0 0 NOTES- 0• • 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 84-1,Exterior(2)8-4-1 to 12-7-0,Interior(1)16-9-15 to 19-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 Ib uplift at joint 11 and 402 Ib uplift at joint 7. 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zcifaghari,P.E. Consulting Engineers 13901 S.W. 108 AvP, Miami,Florida 33176 Plione 305-253-2428 Fax ,-235-42.18 Florida Professional Engineering License No.3692; Special Inspector License Nn.636 IJob Truss Truss Type Qty Ply HADD:M/M FABIANO SILVEIRA (R.C.) 9358 IB3 Hip1----- 1 __ I i'Job Reference(o tional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:52 2016 Peg I D:PRO8euXtEyLLdjefy7t7oGzV3gv-kChk?pHi?DVkVfPskBFfa Lhe3Yg7438RL5Hjh5zU73T 1-8-0 6-10-0 12-0-0 13-2-0, 18-4-0 L 22-10-8 1 8-0 5-2-0 —�— -- 5-2-0 1-2-0 5-2-0 4-6-8 ---I • Scale=1:39.3 4x8= 4x4= 4 5 3.50 12 3x4% 18 19 3x4 3 6 lv20 V. 3x4= °� 4x8\\ 17 rV, 7 °' 15 2 01 Ill 0 21 16 23 12 24 11 25 10 26 9 27 14 3x4-2213 8 4x4= 5x6= 3x8= 4x4= 3x6 II 1 4-0 1-8-0 6-10-0 12-0-0 , 13-2-0, 18-4-0 22-2-8 22-108 1-4-0 0-4-0 5-2-0 5-2-0 1-2 0 5-2-0 3-10.8 0-8- Plate Offsets(X Y)-[2:0-2-4.0-2-01,[4:0-5-4,0-2-01,[7:0-1-12,0.1-41,[11:0.3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.11 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.28 11-12 >908 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FRC201 O/rP12007 (Matrix-M) Weight:120 Ib FT=0% LUMBER- BRACING- • 0 • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direetly aW?jeo or 3-6-5 oc purlins, except entl vergl,als. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 54M oc M acing. 000* • WEBS 2x4 SP No.2 MiTek recommends that StatWiaeSWSdrequiredcw;.bracing be in •• during truss erection,in accordancewith Stabilizer Installation guide. REACTIONS.(Ib/size) 13=1350/0-8-0 (min.0-1-9).8=1150/0-2-8 (min.0.1-8) -•s-s'� • •••••• Max Horz13=110(LC 6) •••• •••• • • Max Upliftl3=565(LC 4),8=407(LC 5) • • • • •••• •••• ••••• FORCES. Ib Max.Com JMax Ten.-All forces 250 Ib)or less except when shown. •64 • TOP CHORD 1-15=110/385,2-15=336/246,2-17=-2421/1455,3-17=-2354/1468,3-18=-1883/1266,4-18=1813/1279,4-5=1732/1286,5-19=1795/12M, • • • 6-19=1865/1258,6-20=-2104/1424,7-20=2204/1417,7-8=1095f759 •• •• •• •••••• BOT CHORD 14-21=398/121,16-21=-398/121,16-22=205/307,13-22=-205/307,13-23=205!307,12-23=205/307,12-24=-1341/2260,11-24=134J/32",•• • •• 11-25=-1030/1739,10-25=103011739,10-26=1306/2068,9-26=1306/2068 0 0 0 • WEBS 2-13=1248/997,2-12=1338/1965,3-11=-621/333,4-11=-107/429,5-10=-98/300,6-10=-463/305,6-9=2401271,7-9=119411905, 0 0 • • •••••• 1-16=144/290 :..o:. NOTES- •• • 0000 • • 1)Unbalanced roof live loads have been considered for this design. 6.6• • 2)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS •• • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 7-9-1.Exterior(2)7-9-1 to 17-4-15,Interior(1)17-4-15 to 19-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 565 lb uplift at joint 13 and 407 lb uplift at joint 8. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 [Job (Truss Truss Type Qty Ply TADD:M/MFABIANOSILVEIRA 19358 j B4 Hip 1 1' Job Reference(optionap DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 1149:53 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-COF6D9HKmXdb7o_2]vmu7ZEoGy5epUsbal1 HEXzU73S 1-8-0 5-10-0 10-0-0 _ 15-2-0 19-4-0 22-10-8 ( 1-8 0 4-2-0 4-2-0 5-2-0 4-2-0 3-6-8 ' Scale=1:39.3 4x8= 4x4= 3.50 F12 4 5 4x4 4x4 3 6 17 fV2 2x4 II 4x8 16 7 k4 14 f^ ' B 2 Li (o 0 18 15 20 11 10 21 9 22 133x4=1912 3x4= 3x4= 3x8= 4x6 I 1 4-0 1,,-8 0 10-0-0 15-2-0 22-2-8 212-10-8 1-4-0 10 8-4-0 5-2-0 7-0-8 0)� Plate Offsets(X,Y)—[2:0-4-15,0-2-0],[3:0-0-12,0-2-0],[4:0-5-4,0-2-01,[6:0.0-120.2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) 0.11 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(TL) -0.4311-12 >591 240 BCLL 0.0 Rep Stress Ina YES WB 0.72 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:112 lb FT 0% LUMBER- BRACING- • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direstly applie11 or 3-3-7 oc purlins, except•en•d•ve•Y•c•a ls. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 66M oc bracing. :000 • WEBS 2x4 SP No.2 MiTek recommends that Stabpii drequiredeviobracing be installob•• Burin truss erection,in accordanc*with Stabilizer Installationuig deT_ REACTIONS.(Ib/size) 12=1350/0-8-0 (min.0.1-8),8=1150/0-2-8 (min.0-1-8) •••••• Max Horz12=97(LC 6) •••• 0000 • • Max Upliftl2=-579(LC 4),8=424(!_C 5) • • • • 0000 0000 0000• FORCES. Ib Max.Com JMax.Ten.-All forces 250(Ib)or less except when shown. • • ( )- P P 0000•• ••• • 0000• TOP CHORD 1-14=143/335,2-14=530/184,2-16=-499/147,316=-482/178,3-4=-2127/1455,4-5--1944/1438,5-6=2071/1440,6-17=272/1 11. • • 0 0 7-17=297/110 •• •0 •0 0000:9 . BOT CHORD 1318=392/188,15-18=392/188,15.19=158/463,12-19=-158/463,12-20=1442/2166,11-20=1442!2168,10-11=1235/2000, 10.21=1235/2000,9-21=1235/2000,9-22=1363/1891,8.22=1363/1891 0•• • •• • WEBS 2-12=-390/501,312=2015/1668,311=229/258,4-11=25/315,6-9=-15/273,6.8=-1914/1466,14-15=352/23,1-15=254244 0 • • • 000000 NOTES- 9 • • 9.9009 1)Unbalanced roof live loads have been considered for this design. •• • •••• • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS • • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 5-9-1,Exterior(2)5-9-1 to 19-4-12,Interior(1)19-412 to 19-8-12 zone;cantilever left •• • exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 579 Ib uplift at joint 12 and 424 Ib uplift at joint 8. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Lolfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-4248 Florida Professional Engineering License No.36921 Special Inspector License 1`;o.636 IJob Truss Truss Type Oty 'Ply ]7ADD:MIM FABIANO SILVEIRA (R.C.) 79358 IBG5 Hip Girder 1 1 eference(optional) J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:56 2016 Peg ID:PR08euXtEyLLdjefy7t7oGzV3gv-czwFrAKD3SOA_GidzlKblBsDt9 sOvUlGjFxgszU73P 4-0-0 8-0-0 12-7-0 17-2-0 21-2-0 23=9-0 ~— 4-0-0 --- 4-0-0�— 4-7-0 --- 47-0 ---— 4-0-0 2-7-0 Scale=1:40.4 3.50 12 6x8= 2x4 11 6x8= 3 21 22 4 23 24 5 4x43x4 3x4 { 2 I 6 N 19 1 15 7 r; N �o c� 0 25 18 26 20 27 13 28 12 29 30 31 t1 32 10 33 34 9 35 8 36 16 37 14 3x12% 2x4 11 5x6 11 6x12 MT20HS= 4x6 1 2x4 II 7x8= 3x10 MT20HS I I 3x8= 23-9-0 8- -000 12-7-0 17-2-0 --2-0 23-1-0 2� 001t-4-0 4-7-0 4-7-0 4 1-11-0 0-5-0 0-3-0 _ Plate Offsets(X,Y)-:[1:0-47,0-1-8],[3:0-1-12,0-4-0],[5:0-1-12 04-01,[7:Edge,0.351.[9:0-4-8,0.1-12].[12:0-4-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 1.00 Vert(LL) 0.26 11 >999 360 I MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.76 9.11 >375 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.11 7 n/a Ma BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight 138 Ib FT=0% LUMBER- BRACING- • • TOP CHORD 2x4 SP No.2D`Except' TOP CHORD Structural wood sheathing direly app ft. 0000 •••••• T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5"oc gracing. 0000 •• BOT CHORD 2x6 SP No.1 D MiTek recommends that Stabj)iVpa required ff pracing be injtjlg�� WEBS 2x4 SP No.2 during truss erection,in accordanceowt Stabilizer iinstallation guide. WEDGE •••••• • :0000 • Left:2x4 SP No.2,Right:2x4 SP No.2 •••••• •••• •••• • • REACTIONS. Ib/size 7=2205/0-7-0 min.0-2-8),1=2426/0.8-0 min.0-2-10 • • • • Max Horz 1=71(LC 35) • • Max UplifV=946(LC 4),1=1032(LC 3) 00:00:• •••• • 00000 • Max Grav7=2479(LC 32),1=2624(LC 23) •• •• •• 000000 • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••••• • • TOP CHORD 1-17=58/388.17-19=2001!736,2-19=4856/1802,2-3=-6723/2422,3-21=781612846,21-22=-7817/2847, • • • • 422=7818/2849,423=-7818/2849,23.24=7817/2847,5-24=-7816/2846,5-6=6847/2479, • • 000000 •••••• 6-15=5356/2020,7-15=-21331816 0 0 0 • • BOT CHORD 1-25=365t59,18-25=365/59,18-26=-678/1800,20-26=677/1800,20-27=-171614590.13-27=1716/4590, • • • •••••• •• 13-28=171614590,12-28=1716/4590.12-29=-2277/6524,29-30=2277/6524,30-31=2277/6524, •• • • :• • • • 11-31=227716524,11-32=-2302/6650,10-32=2302/6650,10-33=2302/6650,3334=-2302/6650, •• 0 9.34=2302/6650,9-35=-1896/5081,8-35=-1896/5081,8-36=1896/5081,16-36=189615081, 16-37=-826/2172,14-37=826/2172 WEBS 2-13=932/417,2-12=631/2064,312=113/1178,311=616/1574,411=1034/635,5-1,=-561/1438, 5-9=153/1275,6-9=488/1663,6.8=-772/347,7-14=1254/495,15-16=-87/292,1415=2336/887, 7-16=-709/1891,17-18=-1382/585,19-20=184/495,18-19=-2077(/85,17-20=666/1776 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS (envelope);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 946 Ib uplift at joint 7 and 1032 lb uplift at joint 1. 7)This truss has been designed for a moving concentrated load of 200.OIb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 Ib down and 120 Ib up at 8-0-0,141 Ib down and 120 Ib up at 10.0.12,141 Ib down and 120 Ib up at 12-0-12,141 ib down and 120 Ib up at 131-4,and 141 Ib down and 120 Ib up at 15-1-4,and 141 Ib down and 120 Ib up at 17-2-0 on top chord,and 1114 Ib down and 235 Ib up at 8-0-0,and 1114 Ib down and 235 Ib up at 17-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead +Roof L ve( alanced):Lumber Increase=1.33,Plate Increase=1.33UniMalin-found Leifaghari,P.E. Vert:1-3=-90.35=90,5-7=-90.1-14=-20 Consulting Engineers Concentrated Loads(lb) Vert:3=-141 5=-14112=-5049=-50421=-141 22=-141 23=141 24=141 29=-41 31=-41 32=-4134=-4113901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 305-235-42.18 Florida Professional Engineering License No.36921 Special Inspector License No.636 'Job jTruss ITrussType IOty ;Pty —IADD:M/MFABIANOSILVEIRA 9358 I B6 Roof Special 1 1 ________ i Job Referenc�o tp ional)_-_ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:53 2016 Peg I D:PR08euXtEyLLdiefy7t7oGzV3gv-COF6D9H KmXdb7o_21vmu7ZEgSy4—pSzbal l H EXzU73S 1-8-0 6-2-12 _+__10-9-13 _ 11-2-8 14-9-8 18-10-0 22-10-8 1-8-0 4-6-12 4-6-12 -5-0 3-7-0 4-0-8 4-0-8 Scale=1:40.0 5x10 MT20HS= 4x4= 3.50 F12 4 T-2 5 4x4 3x4 3 6 F3 17 1 2x4 11 v 4x8\\ 16 7 ci 14 2 5 n 01 Li 18 15 l><1 20 11 10 21 9 22 13 3x4=1912 8 3x10 MT20HS= 3x8= 4x6 11 3x6= 1 4-0 1r870 10-9-8 1a-2r8 14-9-8 22-2-8 22-10 8 1-4-0 0-4-0 9-1-8 0-5-'0 3-7-0 7-5-0 0-8- Plate Offsets(X,Y)-[2:0-4-15,0.2-01,[3:0-0-12,0-2-0],[4:04-8,0-0-4],[6:0-1-12,0-0.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) -0.09 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(TL) -0.5411-12 >470 240 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:115 lb F'=0% LUMBER- BRACING- • • • • •••• •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dire•dy aprplier or 3-49 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or Alt oc lWacing. :066 • WEBS 2x4 SP No.2"Except' MiTek recommends that Stabilime"cbrequiredamsebracing be inatalI"•• W1:2x6 SP No.2 during truss erection,in accorjh1nr�yith Stabilizer Instillation guide., REACTIONS. Ib/size 12=1350/0-8-0 min.0-1-8),8=1 151/0-2-8 (min.0-1-8 :6009: Max Horz12=102(LC 6) • • • • Max Uplift12=576(LC 4),8=-415(LC 5) 0000 •••• 0000* •••••• ••• • ••••• FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-14=1721343,2-14--600/125,2-16=561/93,3-16=-545/127,3-4=-2070/1029,4-5--1902/1030,5-6=2023/1032,6-17=288/135, •• •• •• •••••• 7-17=317/129 • BOT CHORD 1318=-403/222,15-18=403/222,1519=106/523,12-19=106/523,12-20=1082/2216,11-20=1082/2216,10.11=832/1924, ••••••• • • 10.21=-832/1924,9-21=832/1924,9-22=1034/1952,8-22=1034/1952 0 0 0 • •••••• WEBS 2-12=379/523,3-12=1984/1288,3-11=347/316,6-8=1922/1069,411=-44/326,1415=-399/0,1-15=268/273 :90696 NOTES- •• • •••• • • 1)Unbalanced roof live loads have been considered for this design. 000:9*• • •• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h= 21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS Wi • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 19.8.12,Exterior(2)19.8.12 to 22-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 Ib uplift at joint 12 and 415 Ib uplift at joint 8. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Flione 305-253-2428 Fax 705-235-42418 Florida Professional Engineering License No.3692, Special Inspector License No.636 Job Truss Truss Type Qty Ply ADD:M/M FABIANO SILVEIRA (R.C.)— 9358 1B7 (Roof Special 1 1 j Lb Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:54 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-gaoUQUIzXglSlyZFrcH7fmmwNMLsYvRkoPmgmzzU73R 1-8-0 6-2-12 10-9-8 13-2-8 16-9-8 22-10-8 I 1-8-0 4-6-12 4-6-12 Y-7-0 - 6 1 0 —� Scale=1:39.9 4x4= 3.50 12 4 48= 4x4= T� 5 4x4 18 —�� 3 19 ro 4x8\\ 17 N4, 7 06 r 2 m 15 01 c7 B p 0 -Bi F 20 16 22 12 23 11 10 24 9 25 Ll 143x4=2113 3x4= 3x4= 3x4= 4x8= 8 10x10= 1-4-0 1F810 7-11-4 13-2-8 16-9-8 22-2-8 2R-10r8 1-4-0 0-4-0 6-34 5-34 3-7-0 5-5-0 0-8- Plate Offsets(X,Y} [2:0-4-15.0-2-0] [3:0.1-12,0-2.0],[5:0-5-4,0-2-01,[6:0-2-0,0-2-4],[8:Edge,0-8-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.12 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL1.33 BC 0.83 Vert(TL) -0.3310-12 >756 240 BCLL 0.0 Rep Stress Ina YES WB 0.89 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:113 lb FT=0% LUMBER- BRACING- • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dire fly aWtaO or 2-2-0 oc purtins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directty applied or 510O oc!racing. 0000 • WEBS 2x4 SP No.2 MiTek recommends that StatsIisa saVc&requiredCV"ractng be install•(*•• during truss erection,in accordancOV0 Stabilizer Installation guide. REACTIONS.(Ib/size) 13=1351/0-8-0(min.0-1-9),8=1150/0-2-8 (min.0-1-8) V IF Max Horz13=102(LC6) •••• •••• •••••• Max Upliftl3=-536(LC 4),8=-417(LC 5) • • • • •••• •••• ••••• FORCES. Ib -Max.Comp./Max.Ten.-All forces 250 Ib or less except when shown. • • TOP CHORD 1-15=115/370.2-15=-373/257.2-17=365/206,3-17=345/240,3-18=2233/1328,4-18=2172/1336,4-5=-2586/1648,5-6=2065/1282, 0 • • • 6-19=2135/1274,7-19=-2213/1265,7-8=-1 079f719 •• •• •• :::::o BOT CHORD 14-20=-381/127.16-20=381/127,16-21=217/332,13-21=217/332,13-22=-1267/2222,12-22=1 267/2222.12-23=1056/1865, 11-23=-1056/1865,10-11=1056/1865,10-24=137712424,9-24=1377/2424,9-25=240/357,8-25=240/357 0•• 0 •0 • •• WEBS 2-13=439/474,3.13=2127/1430,312=267/229,4-12=-126/410,4-10=-552/958,5-10=665/452,5.9=-448/305,7-9=897/1703, 0 0 • • •••••• 1-16=198/255 •••••• NOTES- •• • 0000 • • 1)Unbalanced roof live loads have been considered for this design. • • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS •• • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9-8 to 10.9-8,Interior(1)132-8 to 16-9-8,Exterior(2)19-8-12 to 22-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 536 Ib uplift at joint 13 and 417 lb uplift at joint 8. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zoifaghari, P.E. Consulting Engi7eers 13901 S.W. 103 Ave. Miami,Florida 33176 Phone 305-253-2428 FW.3�5-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 J06 !Truss Truss Type I Qty �,F Iy HADD:M/M FABIANO SILVEIRA(R.C.) -� i 19358 I B8 ROOF SPECIAL 1 I 1 `_ I ( Job Reference(_o tional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11,49:54�g I D:PROSeuXtEyLLdjefy7t7oGzV3gv-gaoUQ U IzXglSlyZFrcH7fmmzxMJsYuHkoPmgmzzU73R 1-8-0 6-2-12 10-9-8 15-2-8 18-9-8 _ 22-10-8 1 8 0 4-6-12 �- 4-6-12 ( 4-5-0 �- 3-7-0 4-1-0 Scale=1:40.0 4x4= 3.50 F12 4 4x4% 18 19 4x8= 4x4= 3 5 20 3x4= 4x8\1 17 I T4 7 r, 1. 15 2 N 01 �d ME B 21 16 23 12 2411 10 25 9 26 143x4=2213 3x4= 3x10 MT20HS= 3x4- 4x10- 8 3x6 11 1 - 10 7-11-4 15-2-8 18-9-8 22-2-8 2�-10 8 1-44-20 6-4-0 6-3-4 7-3-4 3-7-0 3-5-0 D-B�- Plate Offsets(X,Y)-[2:0-4-15,0-2-01,[3:0-1-12,0-2-0],[5:0-5-4,0-2-01,[7:0-1-8,6-1-41,[9:0-3-0,0-2-0] LOADING(psf) SPACING- 2-6-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) 0.1610-12 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(TL) -0.5710.12 >443 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.90 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FRC20107rP12007 (Matrix-M) Weight 111 Ib FT=0% LUMBER- BRACING- • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly app?,g0 or 2-8-13 0o purlins, exceptena veVeals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 26M oc bracing. 0000 • B1:2x4 SP No.2D MiTek recommends that StattWi6qrvp(&requiredgWUradng be instwIS4,•• WEBS 2x4 SP No.2 Burin truss erection,in accordancowith Stabilizer Installation guide. REACTIONS.(Ib/size) 13=1351/0-8-0 (min.0-1-8),8=1150/Mechanical •••••• Max Horzl3=102(LC 6) 0 0 0 0•• 0 0 0 0•• • • Max Upliftl3=-538(LC 4),8=417(LC 5) 0000 •••• ••••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 09:00:• • ••• • *0:0* TOP CHORD 1-15=114/358,2-15=357/272,2-17=354/218,3-17=335/252,3-18=2248/1340,4-18=2189/1348,4-19=3154/1990,5.19=3206/19&1• •• ••• 000000 5-6=2005/1259,6-20=2046/1260,7-20=2122/1255,7-8=1092!718 0 BOT CHORD 14-21=392/140,16-21=392/140,16.22=229/321,13-22=229/321,13-23=1268/2228,12-23=-1268/2228,12-24=1076/1864, •••••• • 0 11-24=1076/1864,10-11=1076/1864,10-25=1705/2976,9-25=1705/2976 0 • 0 0 0 000000 WEBS 2-13=-462/475,3-13=2153/1431,3-12=263/228,4-12=114/437,4-10=816/1419,5.10=691/525,-9=1109/633,6-9=83/255, :00400 7-9=-1021/1814,1-16=-216/250 • • • • .0. 0000•• 00 • 0000 • 0 NOTES- • • • 1)Unbalanced roof live loads have been considered for this design. •• • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21 ft;Cat.ll;Exp C;End.,GCpi=0.18;MWF RS (envelope)and C-C Exterior(2)-0.0.1 to 2-11-15,Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9-8 to 10-9.8,Interior(1)13-9-8 to 1941-12,Exterior(2)19-8-12 to 22-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plate(s)at joint(s)1,4,5,6,2,3,12,10,8,9 and 7 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)11 checked for a plus or minus 5 degree rotation about its center. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 538 Ib uplift at joint 13 and 417 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Zolfhghari,P.E. Consulting Engi eers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 3C5-235-4248 Florida Professional Engineering License NO.36921 Special Inspector License Irlo.636 FJob ,Truss Truss Type iQty Ply 1 ADD:M/M FABIANO SILVEIRA (R.C.) 19358 1 139 Roof Special 1 �__ 1�Job Reference optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:54 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-gaoUQ U IzXglSlyZFrcH7fmm?uMKIYvTkoPmgmzzU73R 1-8-06-2-12 _ _ 1 10_-9-8 17-2-8 _ 20-9-8 _ 22-10-8 ~1-8-0-4 4-6-12 4-6-12 6-5-0 3-7-0 2-1-0 Scale=1:40.0 4x6= 3.50 12 4 4x4 18 19 g 4x4= 4x4= I 3x4 ( 4x81\ 177 Cq c� 1 1� b r I I r _131. B �- 0 20 16 22 12 23 11 10 24 25 9 14 3x4=2113 3x4= 3x4= 3x4= 8 3x8— 3x6 11 1-40 1-8-0 7-11-4 14-1-7 20-9-8 Z2;2-82?-10-8 1-4-0 0-4-0 6-3-4 6-2-3 6-8-1 1- -0 0-8-0 Plate Offsets(X,Y}-[2:0-4-15.0-2-0j,13:0-1-12,0-2-0] [5:0-2-0.0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.1410-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 I BC 0.87 Vert(TL) -0.41 10-12 >611 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FRC2010/rP12007 I (Matrix-M) Weight:108 lb FT=O% - LUMBER- BRACING- • • TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing direly aWried or 3-8-6 o6c purtlns, except erid vert(Fa01s. T2:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 54k61 oc bracing. 0009 • BOT CHORD 2x4 SP No.2"Except" MiTek recommends that Stabjti�gcyrequired"F&40racing be in"We•• 62:2x4 SP M 31 =ion,erection in accordancarMth Stabilizer Installation guide. WEBS 2x4 SP No.2 •••••• 6 • 0000•• REACTIONS.(Ib/size) 13=1351/0-8-0 (min.0-1-10),8=1149/0-2-8 (min.0-1-8) •e e s• •0.0 • • Max Horz13=102(LC 6) 0000• •0000• 0000• Max Uplifi13=466(LC 4),8=417(LC 5) • • 60.06• ••• • 6••0• • • • • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •• •• •• •••••• TOP CHORD 1-15=122/357,2-15=368/265,2-17=360/213,3-17=-340/247,3-18=2232/1363,4-18=2178/1371,4-19=2612/1574,5-19=2698/1566, 0 5-6=1661/971,6-7=11727/976,7-8=11 1161659 :00:0: • • BOT CHORD 14-20=366/142,16-20=366/142,16-21=224/327,13-21=224/327,1322=1303/2204,12-22=-1303/2204,12-23=1098/1888, 000000 • 11-23=1098/1888,10-11=1098/1888,10-24=-2145/3602,9-24=2145/3602 000000 WEBS 2-1 3=-45 6143 4,313=2124/1307,312=-259/218,4-12=119/401,4-10=383/866,5-10=1180/836,5-9=-2077/1317,6-9=911263, • 6 • 0 7-9=881/1631 • .0. •0 6 6•• •• • 0066 • • NOTES- • • • 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-0-0.1 to 2-11-15,Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9-8 to 10-9-8,Interior(1)139-8 to 17-2-8,Exterior(2)20-9-8 to 22-8-12 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plate(s)at joint(s)1,4,5,6,2,3,12,10,8,9 and 7 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)11 checked for a plus or minus 5 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 Ib uplift at joint 13 and 417 Ib uplift at joint 8. 8)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound.Zotfaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami,Florida 33176 Phone 305-253-2428 Fax 3'_5-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 ------ -- -- -- ------ ---------- - - Fob Truss 'Truss type ,OtyPly ADD:MIMFABIANOSILVEIRA 19358 I B10 Roof Special 1 1 1 -_ _.— -_____ _ _ ___- I _-i Job Reference(optional) J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:55 2016 Peg I D:PROBeuXtEyLLdjefy7t7oGzV3gv-8nMsegJbl8tJM68RPKoMC_J7RmgOHLDtl3WOI QzU730 1-8-0 6-2-12 10-9-8 15-0-0 19-2-8 22-9-8 2210-8 1-8-0 4-6-12 4-6-12- --�— 4-2-8 4-2-8 7- — 3-7-0 — 0-1-0 Scale=1:40.0 4x4= 3.5012 4 4x4 18 19 3x4 % 3 \ T- W 4x10� 3x4 11 4x8\\ 17 6 7 15 2 Id(o 21 16 23 12 24 11 10 25 9 26 143x4=2213 3x4= 3x4= 3x4= 8 3x4= 4x8= 1 4-01x8-0 7-11-4 13-6-14 19-2-8 22-2-8 _ 22�10�8 1-4-0 0-4-0 6-34 5-7-10 5-7-10 3-0-0 —0-8-0 _ Plate OffsetsX( Y)—[2:0-4.15,0-2-0] [3:0-1-12,0-2-01,[5:0-1-12,0-1-0],[6:0-3-4.0-2-121,[7:Edge,0-3-8],[8:Edge,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.27 9-10 >954 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33BC 0.83 Vert(TL) -0.62 9-10 >407 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(rL) 0.09 8 n/a n/a SCOL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight 108 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. 82:2x4 SP M 31 MiTekrecommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.2 during urin truss erection in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1354/0.8-0 (min.0-1-10),8=1147/0-2-8 (min.0.1-8) Max Horz 13=1 02(LC 6) Max Upliftl3=-469(LC 4),8=-416(LC 5) 0000 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • • TOP CHORD 1-15=201/302,2-15=326/301,2-17=315/253,3-17=295/287,3-18=2201/1339,4-18=2140/1347,4-19=2630/1637,5-19=2690/162, 000 •••• 9069:6 • 5-6=-4517/2584,6-20=396/246,7-20=396/246 *00 • • • BOT CHORD 14-21=-302/232,16-21=302/232,16-22=262/283,13-22=262/283,13-23=1305/2184,12-23=1305/2184,12-24=-1083/1863, :000 • 11-24=1083/1863,10.11=1083/1863,10.25=1734/2959,9-25=-1734/2959,9-26=-2349/4175,8-26=2349/4175 00000* •••• •••••• WEBS 2-13=-419/410,3-13=2197/1351,3.12=-265/226,4-12=122/385,4-10=-516/1004,5-10=706/506,5-9=780/1487,6.9=711/487, 000:09 • • • 6-8=3858/2147,15-16=259/83,14-15=237/431,1-16=-461/260 •••••• 0000 0000 • • NOTES- • • • • 1)Unbalanced roof live loads have been considered for this design. •••• •••• ••:••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf-,BCDL=5.Opsf,h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRI&•••• *00 • 00000 (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 7-9-8.Exterior(2)7-9.8 to 10-9-8.Interior(1)13-9.8 to 19.2-8,Exterior(2)19-8-12� •• its • • • 22-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • •• •••••• • 3)Provide adequate drainage to prevent water ponding. •••••• • • 4)Plates checked for a plus or minus 0 degree rotation about its center. • • • • 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. • • • • •••••• 0000•• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 469 Ib uplift at joint 13 and 416 Ib uplift at joint 8. • • • • • 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chont••• 0000 :•••• nonconcurrent with any other live loads. • • • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• • LOAD CASE(S)Standard Mahm01111d ZCiiaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave, Miami,Florida 33176 shone 305-253-2428 Fa;:3n5-235-42-'.8 Florida Professional Engineering License No.36921 Special Inspector License Nlo.636 IJobTruss Truss Type Oty Ply –TDD:MIM FABIANO SILVEIRA (R.C.) 9358 D1 I COMMON – – ---- 9 _ __ I Job Reference(optional) � —J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:58 2016 Pag ID:PROBeuXtEyLLdjefy7t7oGzV3gv-ZL2?GsLTa3Gu DasO4SM3gcxiYzjC UmbKj1 k2vIzU73N 1-8-0 6-2-12 _10-9-8 15-4-4 19-3-8 1-8 0 4-6-12 4-6-12 4-6-12 3-11-4 Scale=1:32.6 4x4= 4 3.50 12 3x4\\ 16 17 3x4 3 5 � 18 1 ®' 2x4 11 15 6 2 13 01 rte{ at o 0 19 141>< 21 10 22 9 8 23 12 3x4= 20 11 3x4= 3x4= 3x4= 7 4x8\\ 4x6 II 0 1-11-8 0 7-9-0 13-10-0 19-3-8 21- -0 -4-0 6-1-0 6-1-0 5-5-8 2 Plate Offsets(X,Y)–(3:0-2-0,0-0-12),[5:0-2-0,0-0-12),[11:0-4-15,0.2-0) LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) WeftUd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.08 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(TL) -0.32 8-10 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight 92 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.1-7 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during Wss erection,in accordance with Stabilizer Installation quide. REACTIONS.(lb/size) 11=1153/0-8-0 (min.0-1-8),7=953/0-8-0 (min.0-1-8) Max Horz 11=1 02(LC 6) Max Uplifll 1=490(LC 4),7=332(LC 5) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. •••• TOP CHORD 1-13=160/403,2-13=-362/264,2-15=354/214,3-15=335/248,316=-1727/1053,4-16=1666/1061,4-17=-1574/1060,5-17=1634/101 • • BOT CHORD 12-19=-419/179,14-19=419/179,14-20=224/322,11-20=224/322,11-21=1005/1764,10-21=1005/1764,10-22=753/1313,9-22=7 3/13j:f• 0••• ••••:• 8-9=-753/1313,8-23=991/1591,7-23=991/1591 •• • *000 • WEBS 4-8=-138/379,4-10=-156/467,310=298/238,311=1644/1164,2-11=-430/471,5-7=1607/1010,12-13=274/157,1-14=171/327 • • •••••• •••• •••••• • NOTES- •••••• • • • 1)Unbalanced roof live loads have been considered for this design. •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;h=21ft;Cat II;Exp C;End.,GCpi=0.18;MWFf31(1&8I ape)and C,-C 1*>Aftr(2)-0-0-1 to 2-11-45, Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9-8 to 10-9-8,Interior(1)139-8 to 16-1-12 zone;cantilever left exposed;C-C for members and forces 8 MWF"fgrseactions shgw#;lymber DOLSI*Wpljte grip DOL=1.60 • • 3)Plates checked for a plus or minus 0 degree rotation about its center. *0:00: ••• • ••••• • • 4)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 490 Ib uplift at joint 11 and 332 Ib uplift at joint 7. •• •• •• •••••• 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, • •••••• • • nonconcurrent with any other live loads. • • • • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • • •••••• • • • • • LOAD CASE(S)Standard • • • •••••• Mahmound Zoifaghari,P.E. Consulting Engineers 13901 S.W. 108 AVP, Miami,Florida 33176 Picone 305-253-2428 Fax 325-235-42,8 Florida Professional Engineering License No.36921 Special Inspector License 1+'o.636 JobTruss f Truss Type Qty Ply ADDITION:M/M FABIANO SILVEIRA 0028] 19358 D2 !COMMON 7 1 Job ReferenceLoptiona0 DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA 7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:54:59 2016 Page I D:PR08euXtEyLLdjefy7t7oGzV3gv-FGkoRn_HiYBArgNsDAGeX5v8FIQl WtHdxM9TzozU7_g 1-8-0 6-2-12 10-9-8 j— 15-4-4 20-2-0 18 _ 4-6-12 4-6-12 4-9-12 Scale=1:33.7 4x4= 4 3.50 F12 3x4\1 16 17 3x4!/ 3 / 5 1 18 15 6x8= 2 \ 13 01 81 2 _ o0 0 19 14 21 10 22 9 8 23 12 3x4= 20 11 3x4= 3x4= 3x4= 7 4x8\\ 14-0 1.-8-.0 7-9-0 13-10-0 20-2-0 I 21-74 1 4 6-1-0 6-1-0 6-4-0 Plate Offsets(X,Y)–[3:02-0,0-0-12),[5:0-2-0,0-0-121,[6:Edge,02-01,[11:04-15,0.2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(LL) 0.10 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.34 8-10 >639 240 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:95 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed j SLIDER Right 2x4 SP No.2 1-6-0 during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS.(Ib/size) 11=1202/0-8-0 (min.0-1-8),7=1001/0-7-0(min.01-8) Max Horz11=92(LC 6) Max Uplitt11=504(LC 4),7=353(1_C 5) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••••• TOP CHORD 1-13=145/392,2-13=360/265,2-15=353/215,3-15=334/249,3-16=-1853/1124,416=-1793/1133,4-17=1843/1206,5-17=-1905/1195, • 0000 •••••• 5-18=-386/295,6-18=-447/288.6-7=309/268 • • • • BOT CHORD 12-19=-406/161,1419=-406/161,14.20=225/320,11-20=-225/320,11-21=-1050/1874,10-21=-1050/1874,1022=808/1447,322=-808/1447,• 0 0• •• 8-9=80a/1447,8-23=117911957,7-23=1179/1957 000000 0••• *00000 WEBS 4-8=235/516,5-8=334/317,410=154/453,3-10=288/233,3-11=-1768/1233,2-11=-433/472,5-7=1701/1037,12-13=251/136, • 0000•• • • 0 1-14=144!302 •••••• 0000 0000 • • • • • • NOTES- 0000 0000 0000• 1)Unbalanced roof live loads have been considered for this design. • 0 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.11;Exp C;End.,GCpi=0.18;MWFIR9•••• 000 • 00000 (envelope)and C-C Exterior(2)-0-01 to 2-11-15,Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9-8 to 1038,Interior(1)13-9-8 to 17-04 zone;cantilever lej• • • • exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• •• **0000 3)Plates checked for a plus or minus 0 degree rotation about its center. 000000 • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except()t=lb)11=504,7=353. • • • • 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, 0 • • •••••• •000•• nonconcurrent with any other live loads. • • • 0 • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • 000000 • • • LOAD CASE(S)Standard •0 • Ml}bffl04lndf glrae,harl,P.E. C—PRO 1iling 1 nil 1F�ra 13901 SA 108 Aw, Miar(1l,Florida 33176 Phone 305-253-2428 Fa::2 14S-235-428 Florida Professional Engineering License No.36921 Special Inspector License`1o.636 FJ 0—b ITruss 'Truss Type IQty IPly IADD:M/MFABIANOSILVEIRA (R.C.) 9358 !D3 Common 1 1 1 Job Reference(optional) _ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7-610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:59 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-1 YcNTC M5LNOlrjRCe9tl MgUtH N3ADCFTyh U bRBzU73M 1-8-0 6-2-12 10.9-8 15-4-4 19-11-0 _, 21-7-0 -- 1-8-0 -------4-6-12 --�-4-6-12 --~--- 4-6-12 --f — — 4-6.12 1-80 Scale=1:35.9 4x4= 4 r 3.50 F12 \\ 20 21 3x4 3x4 /! 3 5 1 19 22 6 14 2 i/ 17 i 7 Ell B2I� a 23 151-1 25 11 26 10 9 27 r18 29 16 13 3x4= 24 12 3x4= 3x4= 3x4= 8 28 3,4= 4x8\\ 4x8// 20-11-0 1f '4-0 1-80 7-9-0 , 13-10-0 , 19-11-0 2p3r0 ,21-7-0 1-4-0 0-4-0 6-1-0 6-1-0 6-1-0 d:a_ 0-8-0 Plate Offsets(X,Y) [3:0-2-0,G-G-121,L5.0-2-0,0-0-12,[8:0-4-150-2 12:0-4-15,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) -0.09 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(TL) -0.34 9-11 >642 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 — Code FRC2010/TP12007 (Matrix-M) _ Weight:100 Ib FT=0% — LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 8=1188/0.8-0 (min.0-1-8),12=1 188/0-8-0 (min.0-1-8) Max Horz 12=73(LC 6) Max Uplifl8=-500(LC 5),12=500([_C 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••• TOP CHORD 1-14=-147/394,2-14=359/267,2-19=-351!216,3-19=-3321250,3-20=1 817/1069,4-20=175611077,4-21=-1756/1077,5-21=1817/1069, 0 0 5-22=332/250,6-22=-3511216,6-17=359/267,7-17=147/394 • • •••• 900%0 BOT CHORD 13-23=-409/163,1523=-409/163,15-24=226/319,12-24=-226/319,12-25=968/1841,11-25=-968/1841,11-26=717/1407,10-26=717/1W7 0 0000 •• 9-10=717/1407,9-27=968/1841,8.27=-968/1841,B-28=226/319,18-28=-226!319,18-29=-409/163,16.29=409/163 0 0 WEBS 4-9=-154!459,59=290/235,58=1735/1177,6-8=-433!470,4-11=153/459,3-11=-290/234,312=1735/1177,2-12=-433!470, •••••• 000: ••• •••••• • 1314=255/134,1-15=146/306,16-17=255!134,7-18=-146/306 000000 • • • 0000•• NOTES- • 0000• •0000 • • 1)Unbalanced roof live loads have been considered for this design. 6000 00000 00000 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS 0 • (envelope)and C-C Exterior(2)-0.0.1 to 2-11-15,Interior(1)2-11-15 to 7-9-8,Exterior(2)7-9.8 to 10-94l,Interior(1)139-8 to 18-7-1 zone;cantilever 181, id 0• ••• • 00000 right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •0 0 0• •0 0 *00000 00000 3)Plates checked for a plus or minus 0 degree rotation about its center. 0 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 500 Ib uplift at joint 8 and 500 Ib uplift at joint 12. •••••• • • 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chop; 0 • • • • • 000000 nonconcurrent with any other live loads. 0••0 0• 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • • • • • • •000•• •• • 0000 • • LOAD CASE(S)Standard • • • Mahmourd Zolfaghari,P.E. Consulting Engineers 3901 S.W. 108 Ave. Miami,Florida 33176 hone 305-253-2428 Fm_'M)-235-42-18 Florida Professional Engineering License No.3692; Special Inspector License P-?o.636 Job iTruss I Truss Type Oty i Ply ADD:M/M FABIANO SILVEIRA (R.C.) 9358 D4 Hip i 1 I Job Reference o tional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:59 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-1 YcNTCM5LNOlrjRCe9t1 MgUtFN 15DEDTyh UbR Bz U73M 1-8-0 —_— — 5-10-0 10-0_0 11-7-0 _ 15-9-0__. 19-11-0 21-7-0 1-8 0 4-2-0 4-2-0 1-7-0 4-2-0 — 4.2-0 81 0 Scale=1:36.6 5x6 4x4= 3.50 12 4 5 4x4 \ 4x4 3 6 4X8 19 20 N / 4 7 ci 14 2 17 Ol B O B D2 17 21 15 =123 11 24 10 25 18 27 16 O 13 3x4= 22 12 9 26 3x4= 3x4= 5x8= 4x8// 20-11-0 i 1.4-0 1-8-0 10-0-0 1 11-7-0 19-11-0 20-3x0 21-7-0 1-4-0 tl-4-b 84-0 1-7-0 8.4-0 0 8-0� 0-8-0 Plate Offsets(X,Y)—[2:0-4-15 0-2-0] [3:0-0-12,0-2-0],[4:0.1-4,0-2-4],[6:0-0-12,0-2-01,[9:0-4-15,D-2-0),[10:0-2-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) 0.0810-11 >999 360 I MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -0.43 11-12 >509 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FRC2010fTP12007 (Matrix-M) Weight:105 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.2D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 12=1168/0-8-0(min.0-1-8),9=1 188/0-8-0 (min.0-1-8) Max Hoa 12=68(LC 6) Max Upliftl2=-508(LC 4),9=508(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. *900 TOP CHORD 1-14=-155/352,2-14=-477/214,2-19=-443/181,3-19=-428/212,3-4=1 639/1085.4-5=1526/1099,5-6=1647/1089,6-20=-417/215. • • 7-20=-433/184,7-17=464/218,8-17=154/355 • •• 0600 •000.0 BOT CHORD 13-21=-384/184,15-21=384/184,15-22=-190/410,12-22=-190/410,12-23=1109/1791,11-23=1109/1791,11-24=-827/1527, ••• • Goo* •6 10-24=-827/1527,10-25=-1108/1793,9-25=1108/1793,9-26=1931401.18-26=1931401.18-27=387/183,16-27=387/183 0 • WEBS 2-12=-353/478,3.12=1674/1407,3-11=-349/305,4-11=54/375,6-10=342/302,6-9=1678/1402,7-9=-356/475,14-15=353/22, •••6•• ••r• ••6 r 6• • 17-18=-340/27,8-18=210/250 ••6••• • • • ••66.6 NOTES- • 0000• •0600 • • 1)Unbalanced roof live loads have been considered for this design. •••• ••••• 00000 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS 6 • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 5-9-1.Exterior(2)5-9-1 to 15-9-12.Interior(1)15-9-12 to 18-7-1 zone;canfile r-Al 0000 • *0000 right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 late grip DOL=1.60 • 9 Po P 9 P •• •• •• 6.60•0 3)Provide adequate drainage to prevent water ponding. • 4)Plates checked for a plus or minus 0 degree rotation about its center. •• • • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 Ib uplift at joint 12 and 508 Ib uplift at joint 9. • 6 • • ••••�6 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, •••••• nonconcurrent with any other live loads. • • • • • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ••6• 0000 •••• LOAD CASE(S)Standard 6••6 • Mahmound Zoifaghari,P.E. Consulting Engineers 13901 S.W. 108 Ave. ;Miami,Florida 33176 Phone 305-253-2428 Fw} 3C5-235-4248 Florida Professional Engineering License No.36921 Special Inspector License 1N'o.636 .Job Truss Truss Type Qty 1Ply IADD:M/MFABIANOSILVEIRA (R C.) 9358 DG5 Hip Girder i 11 I LJob Reference{optional) I ECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:00 2016 Pag I D:PROSeuXtEyLLdjefy7t7oGzV 3gv-V"hYNj6gWcTtOOCtOXv10z_nTOylAcBLD9zdzU73L 4-0-0 B-0-0 10.9-8 13-7-0 17-7-0 21-7-0 4-0-0 ~--— 4-0.0-- 2-9-8 2-9-8 4-0 0 ---+-- 4-0-0 Scale=1:36.3 6x8= 2x4 11 6x8= 3.50 12 3 22 4 23 5 3x4% 3x4 6 2 ?/ T 20 16 14 18 N 1 7 01 B2 U r0 Ll M Lid `o 24 2515 1726 13 27 12 28 29 11 30 10 9 31 8 3221 1933 34 3x10 5:- 3x10 11 2x4 II 4x8 11 5x10 MT20HS= 4x8 II 2x4 11 3x10 11 3x10 3x8= 21-7-0 1-4-0 4-0-0 7-0 7-7-0 20-3-0 20.11-0 - 8 -0 20.A 3 4 2-8 ,-0'0-8-0' 2-M 4 -0 Plate Offsets(X,Y)-[11:0-4-7,0-11-81,1q:0 1-12,0-3-81,f5:0.1-12,0.3.8],p:0-47,0.1-8L[9:0412,0.1-121,[12:0-4-12,0-1-121 LOADING(psf) SPACING- 2-0.0 CSI. DEFL in (lDc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) 0.14 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(TL) -0.44 11 >593 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.36 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FRC20101TP12007 (Matrix-M) Weight:122 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. BOT CHORD 2x6 SP M 26 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.2 during truss erection,in accordance with Stabilizer Installation guide. WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS.(Ib/size) 1=2015/048-0 (min.0-1-13),7=2014/0-8-0 (min.0.1-13) Max Horz1=54(LC 5) •••• Max Uplift1=860(LC 3),7=860(LC 4) • • Max Grav1=2218(LC 24),7=2218(LC 34) • • •••• •••••• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •• • :••• •• TOP CHORD 1-14=45/379,14-16=1627/581,2-16=4033/1456,2-3=5427/1907,3-22=5775/2021,422=5777/2023,423= - 5777/2023, 23=577"Wd,*• 0e:0 •••••• 5-6=-5427/1906,6-20=-403311455,18-20=-1627/579.7-18=-45/379 • BOT CHORD 1-24=356/56,2425=356/56,15-25=-356/56,15-17=552/1546,17-26=-1373/3819,13.26=-1373/3819,13-27=-1373/3819,12-27=.13/1/38111• 0 %606: 12-28=1764/5273,28-29=-1764/5273,11-29=1764/5273,11-30=1723/5273,10-30=1723/5273,0-10=17236273,9-311=1331/38119.•••• 0699 • • 8-31=1331/3819,8-32=1331!3819,21-32=-1331/3819,19.21=516/1546,19-33=356/56,33-34=356/56,7-34=356/56 0 0 0 • WEBS 2-13=757/363,2-12=454/1589,3-12=-149/1104,3-11=269/770,411=-643/380,5-11=2691768,5-9=149/1104,6-9=-454/1589, 0••• 0000 ••••• 6-8=757/363,1415=1138/483,16-17=189/491,15-16=1808/668,1417=526/1441,18-19=1138/480,20.21=190/491,19-20=-180 -41•9• ••• • 00990 • 18-21=521/1441 • • • • •• •• •• 0000•• NOTES- 0000•• • •• 1)Unbalanced roof live loads have been considered for this design. • • • • 2)Wind:ASCE 7-10;VuIt=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat 11;Exp C;End.,GCpi=0.18;MWFRS • • • •••••• 0000•• (envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • • • • • 3)Provide adequate drainage to prevent water ponding. • • • 0000•0 4)All plates are MT20 plates unless otherwise indicated. •• • •••• • • 5)Plates checked for a plus or minus 0 degree rotation about its center. see:** ••• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 860 Ib uplift at joint 1 and 860 Ib uplift at joint 7. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 Ib down and 120 Ib up at 8-0.0,141 Ib down and 120 Ib up at 10.0.12,and 141 Ib down and 120 Ib up at 11-6-4,and 141 Ib down and 120 lb up at 13-7-0 on top chord,and 1114 Ib down and 235 Ib up at 8-0-0,and 1114 lb down and 235 Ib up at 13-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-5=-90,5-7=-90,1-7=-20 Concentrated Loads(lb) MahlnOUnd Zcifaglhari,P.E. Vert:3=-141 5=-141 12=504 9=504 22=141 23=141 29=41 30=41 Consulting Engineers 13901 S.W. 108 Aw!. Miami,Florida 33176 1'Lone 305-253-2428 Fax-"05-235-42'8 Florida Professional Engineering License No.36921 Special Inspector License\To.636 fJob (Truss ;Truss Type Ply �ADD:MIM FABIANOSILVEIRA (R C.) i 9358 E1 Common 110 1 I Job Reference(gp_6ona1)_ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:00 2016 Pag I D:PRO8euXtEyLLdjety7t7oGzV3gv-VkAIhYNj6gWcTt0OCtOXv102in NAyfncBLD9zdzU73L 1-8-0 6-5-0 11-2-0 _ 15-11-0 20-0-8 1 8 0 4-9-0 —I— --- 4-9-0 4-9-0 —I — 4-1-8 --—I Scale=1:33.8 4x4= 4 3.50 FI2 16 17 3x4\\ 3x4// 3 5 18 1 2x4 11 4x8\\ 15 6 13 cit 0 0 19 14 21 10 22 9 8 23 12 3x4= 20 11 3x4= 3x4= 3x4= 7 4x6 11 1 4-0 MOO- 8-2-10 _ 14-1-6 19-4-8 20-0-8 1-4 0 OO- 6-6-10 5-10-12 5-3-2 0-8- Plate OBsets(X,Y)-[2:0.415,0-2-01[3:0-2-0,0-0-12],[5:0-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(LL) -0.08 8.10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(TL) -0.31 8-10 >717 240 BCLL 0.0 Rep Stress Ina YES WB 0.77 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FRC2010/fPl2007 (Matrix-M) Weight 96 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed dodo =ion,in accordance with Stabilizer Installation guide. REACTIONS.(Ib/size) 11=1194/0-8-0(min.0-1-8),7=995/0-2-8 (min.0.1-8) Max Horz 11=105(LC 6) Max Upliftl 1=-429(LC 4),7=-347(LC 5) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••• TOP CHORD 1-132/402,2-13=-405/235,2-15=-393/186,3-15=374/221,3-16=-1798/1 126,416=1735/1134,417=1649/1111,5-17=1712/1102 e 0 BOT CHORD 12-19=-419/96,1419=-419/96,1420=-197/359,11-20=-197/359,11-21=1110/1863,10-21=1110/1863,10-22=-802/1385,9-22=-8021=385,.•• •••• •••••• 8-9=-802!1385,8-23=-1056/1686,7-23=-1056/1686 •e e •••• • WEBS 2-11=-444/434,311=-1704/1087,3.10=331/276,410=169/469,48=-134/382,5-7=1688/1074,13-14=266/87,12-13=279/129, • • 1-14=-136/331 see•s•• so% see*% sees•• • • • NOTES- •••••• 1)Unbalanced roof live loads have been considered for this design. • •••• • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFFfZV•W•�•ope)and.C-(;"Voor(2)-0.0-ty1-1115. Interior(1)2-11-15 to 8-2-0,Exterior(2)8-2-0 to 11-2-0,Interior(1)142-0 to 16-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1. 0 e • 3)Plate(s)at joint(s)1,4,6,2,3,10,8,5 and 7 checked for a plus or minus 0 degree rotation about its center. •••••• ••• • ••••• 4)Plate(s)at joint(s)9 checked for a plus or minus 5 degree rotation about its center. •••••• ••i 00000* 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 Ib uplift at joint 11 and 347 Ib uplift at joint 7. •••••• • • 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chor� • • • nonconcurrent with any other live loads. 0000** 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • • • • • • • • sees•• •• • • LOAD CASEsees eS)Standard • • • m0l imind�•4'�11f�nf1C:; t'. (;�stl�liilillG�1::11yirlp�^r 13901 S.W. 108 AVR ,9iami,Florida 33176 Phone 395-253-2428 Far.35-235-4248 Florida professional Engilteering License No.36921 �,peelal lnspeetor license No.636 '-job Truss Truss TypeOty Ply ADD:M/M FABIANO SILVEIRA (R.C.) 19358 IE2 SHIP it 1 ��Job Reference(optional) _ _� DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:012016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-zwk8uuN Mt_eS41 bbmavmSFZDLAh2h9TmP?z1N4zU73K 1-8-0 5-7-4 _ 9-6-8 _ 12-9-8 16-8-12 _ 20-0-8 1-8-0 3-11 4 3-11-4 3-3-0 3-11-4 3-3-12 —{ Scale=1:34.4 5x6% 4x4= 3.50 4 5 12 T \ 4x4 4x4 3 6 2x4 II 4x81\ 16 \ 7 A 2 4 14 01 't _B1 B2— '- ra ' d 0 17 15 19 11 20 10 9 21 13 3x4= 18 12 8 3x4= 3x4= 4x6 11 3x8= X1-4-0 1,-8,0 9-6-8 12-9-8 19-4-8 $ _ 1-4-0 0-4-0 7-10-8 3-3-0 6-7-0 �0-8-p Plate Offsets(X,Y)-[2:0-415,0-2-0] [3:0-0-12.0-2-01,[4:0-1-4,0-24],[6:0-0-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC0.38 Vert(LL) -0.07 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.41 8-9 >527 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FRC20101TP12007 (Matrix-M) Weight:99 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 42-0 clip gi.Wips, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. • • 81:2x4 SP No.2D M .a—recommends that Ste iz d required s acing b7 a inaml"• WEBS 2x4 SP No.2 during truss erection,in accordance with Stabilizer Irctellation guide. • REACTIONS.(lb/size) 12=1196/0-8-0 (min.0-1-8),8=99310-2-8 (min.0.1-8) 666:90• •••• 0666:9 Max Horz12=88(LC 6) Max Uplift12=476(LC 4),8=3311(1_C 5) •••••• • :0060: •••• •••• • • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-14=140/349,2-14=462/235,2-16=428/201,3-16=-413/231,3-4=1708/1093,45=1565/1094,5-6=1676/1090,6-7=-264/81 •••• •069 •• ••••• BOT CHORD 13-17=380/166,15-17=380/166,15-18=210/397.12-18=210/397,12-19=1106/1793,11-19=1106/1793,11-20=901/1597, •••••• ••• • ••:••• 10-20=901/1597,9-10=90111597.9-21=1067/1564,8-21=1067/1564 • • • • WEBS 2-12=342/442,3-12=1710/1364,3.11=263/234,411=-29/297,6-8=-1594/1167,1415=348/28 •• •• •• 0066:0 • NOTES- • • • • 1)Unbalanced roof live loads have been considered for this design. • • ••• • •••••• 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFI (envelope)and trC Exterior(2)-0-0 1 to 2-11$5, Interior(1)2-11-15 to 5-3-9,Exterior(2)5-3.9 to 19-10-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;LUmb&D9L=1.60 plate grip DOL=1.60•••••• 3)Provide adequate drainage to prevent water ponding. •• • •••• • • • • • 4)Plate(s)at joint(s)1,4,5,7,2,3,11,9,6 and 8 checked for a plus or minus 0 degree rotation about its center. •• • 5)Plate(s)at joint(s)10 checked for a plus or minus 5 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 476 Ib uplift at joint 12 and 331 Ib uplift at joint 8. B)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard jy�ahrOp►][]��c1i�)at�harl,i'.E, 13901 R.VJ, 108 Av4, Miami,Florida 33176 Flione 305-253-2428 Fax-'C.' Florida Professional Engineering License No.3692; .special Inspector License No.616 Job ITruss - Truss Type 'Oty Ply IADD:M/M FABIANO SILVEIRA (R.C.) � I � 19358 E3 Roof Special 1 I 1 I L Job Reference(optional) I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:01 2016 Peg ID:PR08euXtEyLLdjefy7t7oGzV3gv-zwk8uuNMt eS41bbmavmSFZACAiwh97mP?zW4zU73K 1-8-0 5-8-0 -B-011-9-8 _ 14-9-8 20-0-8 _ 81 0 4-0-0 4-0-0 ~ 2-1-8 3-0-0 5-3-0 Scale=1:35.0 4x4= 3.50 12 4 4x4= 4x4= T2 5 I 4x4% 17 3 — "T4x4 N 4x8 1\ 16 2 N 14 Bi B O 1 Ir. 0 to 19 15 21 11 10 9 22 13 3x4= 20 12 8 3x8= 3x10 MT20HS= 3x10= 3x6 11 1-4-0 1 8 0 9-8-0 14-9-8 19-4-8 ?0-0-8 1: 4-0 -4-0 8-0-0 5-1-8 4-7-0 0-8- Plate Offsets(X,Y)-f2:0-4-15,0-2-0),[3:0-0.12,0-2_ot•f7:0-1_8,0-2-01,f9:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.52 Vert(LL) -0.08 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 Be 0.93 Vert(rL) -0.41 11-12 >535 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:98 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 gFpWVs, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. • • 131:2x4 SP No.213 MiTekrecommends that Sta lizersg required o any be in I d m WEBS 2x4 SP No.2 during truss erection,in accord•gce wilih Stabilizer Ir slpllaiion guide. • REACTIONS.(Ib/size) 12=1196/0-8-0 (min.0-1-8),8=993/0-2-8 (min.0-1-8) 969:00• •••• •••••• Max Horz12=94(LC 6) Max Upliftl2=486(LC 4),8=360(LC 5) •••••• • •••• •••• •••• • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-14=141/343,2-14=461/247,2-16=-426/211,3-16=-411/241,3.17=1708/1049,4-17=1654/1058,4-5=1667/1073,5-6=1691/1080, 000060* • ••••• 6-18=1747/1072,7-18=-1822/1065,7-8=933/633 00000* ••• • 000** • BOT CHORD 13-19=373/166,15-19=-373/166,1520=220/395,12-20=220/395,12-21=1076/1796,11-21=-1076/1796,10-11=1147/1979, • • 0 • 9-10=1147/1979,9-22=186/267,8-22=186/267 •• •• •• •••••• WEBS 2-12=352/469,3-12=1729/1337,3.11=320/252,4-11=-295/626,511=583/398,59=3661253,7-9=769/1431,14-15=352/36 000000 • 0• NOTES- • • • • 0000 ••••• •••••• 1)Unbalanced roof live loads have been considered for this design. • • • • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS • • *0900* (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 6-8-0,Exterior(2)6-8-0 to 9-8-0,Interior(1)11-9-8 to 14-9-8,Exterior(2)1rr10.12{6 • •••• • • 19-10-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••• 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 486 Ib uplift at joint 12 and 360 Ib uplift at joint 8. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard t�8j?tIi®41Ci1��pfll@��P!1 P:P, x'9!1§pj�!Ij�Pllgi'��ef� 13001 MMI 168 Ave. Miar;ljl Florida 33176 Phone 305-253-2428 Fa;:335-235-4213 Florida Professional Engineering License No.3692; Special Inspector License T Io.636 IJob -71Truss TTrussType Oty Ply 7.ADD:MIM FABIANOSILVEIRA (R.C.) j 9358 l E4 Roof Special !1 1 Job Reference�o tip Onal) _ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:02 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-R7H W6D0_elmJiBAnJ I R?_S6Nca2DOcLvefiF2WzU73J 1-8-0 5-8-0 9-8-0 13-9-8 16-9-8 20-0-8 1-8-0 1 4-0-0 4-0-0 4-1-8 3-0-0 �— 3-3-0 Scale=1:35.0 4x4= t 3.50 12 4 4x4% 17 T2 18 4x4= 4x6= 3 5 2x4 11 4X81\ 16 7 9 2 4 5 6 ^ 14 ' 1 ' Bi - _ B2 LJ ifal 0 19 15 1 21 11 10 9 22 13 3x4= 20 12 3x8= 3x10 MT20HS= 3x4= 8 4x6 11 1-4-0 1-0 1�8 0 9-8-0 13-9-8 19-4-8 20-0-8 1' -4-0 0-4-0 8-0-0 4-1-8 5-7-0 Plate Offsets Offsets(X,Y)-[2:0-4-15,0-2-01 [3:0-0-12,0-2-01 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 30.0 I Plate Grip DOL 1.33 TC 0.41 Vert(LL) -0.10 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(TL) -0.41 11-12 >532 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight.96 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12&q.Apl ins, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. • • Bt:2x4 SP No.2D MiTek recommends that Sta izer5�anrjrequired s rating be in tsrallU •� WEBS 2x4 SP No.2 during truss erection in accordsrme with Stabilizer InstePWADn guide. • REACTIONS.(Ib/size) 12=1197/0-8-0 (min.0-1-8),8--992/G-2-8 (min.0-1-8) •••••• •••• •••••• Max Horz 12=94(LC 6) ••• •• • • • Max Upliftt 2=-488(LC 4),8=360(LC 5) •••••• •••• •••• • • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-14=-144/333,2-14=-450/252,2-16=417/216,3 = 16401/246,317=1713/1086,4-17=1662/1094,4-18=-1661/1091,5-18=1710/108***e •••• ••••• 5-6=-2419/1532 •••••• ••• • ••••• BOT CHORD 13-19=360/178,1519=360/178,15-20=224/385,12-20=224/385,12-21=1083/1787,11-21=1083/1787,10-11=1469/2457, • • • • 9-10=-1469/2457,9-22=961/1528,8-22=-961/1528 •• •• •• •••••• WEBS 2-12=-356/477,312=1734/1365,311=318/247,4.11=233/549,511=-930/611,59=434/334,6-9=553/1028.6-8=1543/999, •••••• 6 •• 14 -15=3411136,11-15=2701195 • • • • • • •••••• •••••• NOTES- • • • • • 1)Unbalanced roof live loads have been considered for this design. • • • •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.Il;Exp C;End.,G4Cpi=0.18;MWFRS• • •••:•• • • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(t)2-11-15 to 6-8-0,Exterior(2)6-8-0 to 9-8-0,Interior(1)12-8-0 to 139-8,Exterior(2)16-9-8 to •• • 19-10.12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 488 Ib uplift at joint 12 and 360 Ib uplift at joint 8. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard PAahMotlnd Zoiraphari,P.E. Consulting 1,ng rcr.; 115901 S.W. 108 Av-- poiq[[ii,Florida 33176 Kone M5-253-2428 Fa;;3C5-235-42-'3 FlpriOA Professional Engineering License No.36921 Special Inspector License No.636 Job !Truss TrussType Oty Ply IADD:M/MFABIANOSILVEIRA (R.C.) i 9358 1 E5 I Roof Special 1 1 1 Job Reference(optional) I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:02 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-R7HW6D0_elmJiBAnJIR? S6FUa11QVEvefiF2WzU73J _ 1-8-0 5-8-0 9-8-0_ 15-9-8 18-9-8 20-0-8 [ 1-8-0 4-0-0 4-0-0 �— 6-1-8 3-0-0 1-3-0 • Scale=1:35.0 4x4= 3.50 12 4 4x4 17 18 3 \T� 4x4= 4x4 II 5 2x4 11 4x8\\ 16 --T-3 7 4 2 4 T 1 `� � 01 I v M, o 0 19 1521 11 10 22 9 23 13 3x4= 20 12 3x10= 3x10 MT20HS= 3x4= 8 4x6 11 1-8-0 9-8-0 15-9-8 19 4-8 20-0-$ 1 4 0 0 4-0 8-0-0 6-1-8 3-7-0 0-8- Plate Offsets(X Y)-12:0-4-15,0-2-01,[3:0-0-12,0-2-0],14:0-2-0,0-2-4],[9:0-1-12,0-1-81,[11:0-",0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) -0.14 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.4611-12 >472 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FRC2010fTP12007 (Matrix-M) Weight:95 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except eVd vgrjicals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.• • B2:2x4 SP No.2DMiTek recommends that Stab izers a cLrequired 'ng be in I F WEBS 2x4 SP No.2 during truss enaction in accord rye with Stabilizer Inttallatjpn guide. REACTIONS.(Ib/size) 12=1198/0-8-0 (min.0-1-8),8=991/0-2-8 (min.0-1-8) •••••• ••�• ••••�• Max Hort12=94(LC 6) • Max UpIift12=490(LC 4),8=360(1-C 5) •••••• •••• •••• • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • • • • TOP CHORD 1-14=166/325,2-14=431/286,2-16=395247,3-16=379/277,3-17=-174211072,4-17=1650/1080,4-18=1693/1061,518=-1772/1053 0 0 0 *000 ••••• 56=2896/1694 •••••• ••• • •••••• BOT CHORD 1319=328/195,1519=328/195,1520=255/364,12-20=-255/364,12-21=1058/1768,11-21=1058/1768,10-11=1728/2986, • • • • 10-22=172812986,9-22=172812986,9-23=571/971,8-23=-571/971 •• •• •• •••••• WEBS 2-12=377/493,312=1770/1344,311=294231,411=132/456,511=1377/830,59=670/490,6-9=11642055,6-8=1218!131, • 1415=364/51,1314=107/300,1-15=320/147 • • • • • • • • •••••• NOTES- •••••• 1)Unbalanced roof live loads have been considered for this design. • ••• • •••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opst,,BCDL=5.Opsf;h=21 ft;Cat ll;Exp C;End.,GCpi=0.18;MWFRS'• • ••• •• • • (envelope)and C-C Exterior(2)-0-0-1 to 2-11-15,Interior(1)2-11-15 to 6-8.0,Exterior(2)6-8-0 to 9-8-0,Interior(1)12-8-0 to 159-8,Exterior(2)18-9-8 to •• • 19-10-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 490 Ib uplift at joint 12 and 360 Ib uplift at joint 8. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard tAfibmund Zolfaghari,P.E. (,longulting Enginr= 13901 SX 108 AN'. Miami,,Florida 33176 Picone 305-253-2428 Fa:.3C5-235-42 3 Florida Professional Engineering License No.3692: Special Inspector License I*to.636 Job Truss iTrussType Qty Ply ADD:M/M FABIANO SILVEIRA (R.C.) 9358 IHI (Common 12 tl Job Reference�optionaq__ J DECO TRUSS COMPANY INC..Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:03 2016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-vJruJZPcPbuAKLlzt?yEXgeZd_Nj95Z3tJ SpayzU731 1-8-0 5-8-0 _ 9-8-0 13-8-0 �__ 17-0-8 1-8-0 4-0-0 4-0-0 4-0-0 3-4-8 Scale=1:28.8 4x4= 4 3.50 F12 4x4% 14 15 4x4 3 5 Nl 2x4 II 4x8\\ 13 6 2 11 0 01 C5 0 16 12 18 8 19 10 3x4= 17 9 7 5x8= 4x6 11 1-4-0 1-8-0 9-8-0 16-4-8 17-0-✓3 ' 1-4-0 0-4-0 8-0-0 6-8-8 0-8-0 Plate Offsets(X,)D—12:0-4-15,0.2-01,13:0-0-12,0-2-01,[5:0-0-12,0-2-01,18:0-4-0,0-3-01 LOADING(psf) SPACING- 24).0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.33 Vert(LL) 0.05 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(TL) -0.43 8-9 >428 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:81 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc eu�i s, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. • 0 WEBS 2x4 SP No.2 MiTek recommends that Stabilizer safld required cMat Acing be inAAll@d•�• during truss erection,in accord",e wit Stabilizer I%tillatjpn guide. • REACTIONS.(Ib/size) 9=1032/0-8-0 (min.0-1-8),7=828/0-2-8 (min.0-1-8) • • Max Horz9=94(LC6) 000••0 •••• 0000•• Max Uplif&=-447(LC 4),7=289([_C 5) 000090 • • • 0000•• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••• •••• • • TOP CHORD 1-11=173/379,2-11=-458/268,2-13=-415/232,3-13=-404/262,3-14=1250/808,4-14=1198/817,4-15=1198/818,515=1250/810, • • • • 0000 0000 **:a** e • BOT CHORD 10-16=391/192,12-16=391/192,12-17=239/388,9-17=239/388,9-18=870/1425,8-18=870/1425,8-19=-870/1264,7-19=870/1261•0••• 090 • 0000* WEBS 2-9=341/465,3-9=1350/1132,3-8=365/274,4-8=-101/347,58=223/256,57=1275/929,11-12=372/50,1-12=188/270 • 0 • • •• •• •• 0000•• • NOTES- 00000• • • 1)Unbalanced roof live loads have been considered for this design. • • • • 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll:Exp C;End.,GCpi=0.18;MWFAS(envelope)and(:C f,4.1ipr(2)-0-0-1 W-11-15, Interior(1)2-11-15 to 6-8-0.Exterior(2)6-8-0 to 9-8-0,Interior(1)12-8.0 to 13-8-12 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plategrip DOL=1.60 • • • 0000•• 3)Plates checked for a plus or minus 0 degree rotation about its center. •• • 0••:•0 • • 4)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)7. •• • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 447 Ib uplift at joint 9 and 289 Ib uplift at joint 7. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Whrt1a11r1d ZoNnOAH,PZ C nrlsy!0P%FnginPor 13901 SM, 108 Aw', ,A;afni,Florida 33176 x- tone 305-253-2428 Fa:3C5-235-42;8 Florida Professional Engineering License No.36921 pecial Inspector License:,?o.636 Job !Truss ITrussType IQty Pty �ADD:MIM FABIANOSILVEIRA (R.CJ 9358 H2 Hip 1 1 I I I Job Reference(optional)_ I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:03 2016 Pag I D:PROSeuXtEyLLdjefy7t7oGzV3gv-vJruJZPcPbuAKLlzt?yEXgeTU_Rs94Q3tJSpayzU731 1-8-0 8-0-0 ----- 11-4-0 17-0-8 1-8-0 6-4-0 3-4-0 5-8-8 Scale=1:28.9 4x8= 4x4= 3.50 12 3 4T J L 15 5x811 14 T 5 r` N 2 12 01 W3 B o d 1 16 13 18 9 19 8 7 20 11 3x4= 17 10 4x4= 3x4= 4x8= 6 10x10 14-0 1 8-D 8-0-0 11-4-0 16-4-8 17-0-4 1-4-0 0-4- 6-4-0 3-4-0 5-0-8 0-8 0 Plate Offsets(X,Y)-[2:0-6.4,D-1-12),[3:0-5-4,0-2-0] 16:0-3-0 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) 0.05 7-9 >999 360 MT20 244/190 TCDL 15.0 LumberDOL 1.33 BC 0.71 Vert(TL) -0.24 9.10 >755 240 BCLL 0.0 Rep Stress Ina YES WB 0.45 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:81 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-6 of gkrjl�s, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 0 0 WEBS 2x4 SP No.2 MiTek[ recommends that S izers• required ci aPacing be install!? • Burin truss erection,in accofttwwd witb Stabilizer In&taIlpUpn guida. REACTIONS.(Ib/size) 10=103210-8-0 (min.0-1-8).6=827/0-2-8 (min.0-1-8) • • Max Horz I 0=83(LC 6) 909.90 9999 9999•• Max Upliftt0=-462(LC 4),6=-303(LC 5) *Goo** • 0 • •0099• FORCES. (lb)-Max.CompJMax.Ten.-A11 forces 250(Ib)or less except when shown. •••• 0000 • • TOP CHORD 1-12=94/409,2-12=-445/148,2-14=-1477/967,1415=1424/971,3-15=-1386/983,3-4=-1284/990,45=1413/970,5-6=763/610 • • 0 0 0• BOT CHORD 11-16=429/108,13-16=-429/108,13-17=167/495,10-17=167/495,10-18=235/495,9-18=235/495,9-19=845/1332,8.19=845/1332,0•0 • 0 7-8=845/1332,7-20=233/293,6-20=233/293 •••••• 0000 • ••••• WEBS 2-10=1062/1136,2-9=621/838,5-7=611/1001,12-13=389/177,11-12=315/140,11-113=149/369 • • 0 •• •• •• •9900• • NOTES- 9999•• • • 1)Unbalanced roof live loads have been considered for this design. • 0 • • 2)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.OpsF,BCDL=5.Opsf;h=21ft;Cat II;Exp C:End.,GCpi=0.18;MWFAS(envelope)and 4-C�tt�'+r(2)-0-0-01�o A 115, Interior(1)2-11-15 to 3-9-1,Exterior(2)3-9-1 to 16-10-12 zone;cantilever left exposed;C-C for members and forces 8 MWFRS for reactions shown;humberO0L=1.60 plate grip DOL=1.600 • 3)Provide adequate drainage to prevent water ponding. • • 0 •• ••• •• 4)Plates checked for a plus or minus 0 degree rotation about its center. •• • 0 0• 0 • • 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. •• • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 462 Ib uplift atjoint 10 and 303 Ib uplift at joint 6. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel pants along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Ma111110un6,(`lfavrhar;,P.E. Consulting Engi^Pers 13901 S.W. 103 Air-. Miami,Florida 331 i6 Flione 305-253-2428 FW.305-235-4243 Florida Professional Engineering License No.36921 Special Inspector License A:o.636 Job 'Truss - --- —�TrussType _--------- - Ory -IPty---IADD:M/MFABIANOSILVEIRA (R.C.) ----- ------ 19358 lH3 HIP 1 1 ! Job Reference(optional DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:04 2016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-NVPGXvQ EAv01 xV KARjTT3tBiFOj9uZpC5zBM6OzU73H 1-8-0 6-0-0 _ 9-8-0 13-4-0 17-0-8 r 1-8-0 44-0 3-8-0 3-8-0 3-8-8 —� Scale=1:29.3 4x4= 3.50 12 3x4= 4x4= 3 4 5 �<L --Z� 3x4 v 4x8\\ '1 2 Ord 1 0 13 N 01 o o � 12 15 14 17 10 18 9 8 19 3x4= 16 11 4x8= 3x4= 3x10= 7 3x6 11 1 4-0 1-8-p 6-0-0 13-4-0 16-4-8 17-0-$ 1-4-0 0 4 4-4-0 7-4-0 3-0-8 0-8--0 Plate Offsets(X,Y)-[2:0-2-4,0-2-01,[6:0-1-12,0-1-81 �� LOADING(psf) SPACING- 2-0-0 CSI. T. DEFL, in (Ioc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) 0.07 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 I Vert(TL) -0.39 8-10 >472 240 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FRC201 O/rP12007 (Matrix-M) I Weight:79 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 of gVips, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 0 • WEBS 2x4 SP No.2 MiTek recommends that Stab¢ers, ej required in ting be I during truss erection,in accordy>ce wi Stabilizer Inatylatjpn guide. REACTIONS.(Ib/size) 11=1032/0-8-0 (min.0-1-8),7=827/0-2-8 (min.0-1-8) • • Max Horz 11=70(LC 6) 000.0• 060• 0666•• Max U 1iftl 1=473 LC 4,7=316 LC 0 P ( ) ( � •060•• • • • •00.0• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 6 0 0• 6 0 0 0 • • TOP CHORD 1-13=103/395,2-13=247/328,2-3=1588/1015,3-4=1483/1019,4-5=1338/953,5-6=-1435/947,6-7=-796/578 0 0 00000*0 BOT CHORD 12-15=410/113,14-15=410/113,14-16=-282/226,11-16=282/226.11-17=282/226,10-17=-282/226,10-18=-1198/1757,9-18=1198/1757• so** •0:•0 0 B-9= •-1198/1757 •00.6000 • 60•09 WEBS 2-11=989!/935,2-10=-914/1299,4-10=-397/323,4-8=540/393,6-8=747/1223,1-14=-94/296 0 • 0 0 •• •• •• 0.0060 • NOTES- •••••• • • 1)Unbalanced roof live loads have been considered for this design. • • • 6 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope)and(rC F,rfl9fior(2)zone canblever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 0 6 • 0 3)Provide adequate drainage to prevent water ponding. • • • •••••• •• • 0.00 • • 4)Plates checked for a plus or minus 0 degree rotation about its center. 0 0 0 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. •0 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 473 Ib uplift at joint 11 and 316 Ib uplift at joint 7. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard 1'e"Istj'fl10t?I7G L,,,eTaf'har:, r .�. (:J.1sUlting Ell(li.^.ner:; `3901 S.W. 108 Av-. ;✓Rami,Florida 33176 shone 305-253-2428 Fa;:3�5-2s5-4L U Florida Professional Engineering License No.36921 Special Inspector License Pb.636 jJob jTruss 1TrussType Qty IPIy IADD:M/MFABIANOSILVEIRA (R.C.) i 9358 HG4 I Hip Girder 1 1 _Job Reference_(optiOn� _ I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11,50:012016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-N V PGXvQ EAv01 xV KARjTT3tBg HOkUuUaC5zBM60zU73H 1-8 04-0-0 7-9-15 11-6-1 I 15-4-0 17-8-0 _ 19-40 1_6_0 2-40 3-9-15 --�--- 3-8-3 3 9 1540 -] 1-8-0 Scale=1:33.2 3.50 12 6x8= 2x4 II 3x6= 6x8= 2 20 3 21 4 22 5 4x6= 14 18 12 \ 16 4x6= u? 1 6 u, J a -�- 3x4= 23 13 24 15 25 11 26 10 279 83x6= 28 7 29 19 30 17 31 3x4= 3x10 11 2x4 11 3x10= 6x12 MT20HS= 2x4 I 3x10 11 18-8-0 1-4-0 1-8-0 4-0-0 7-9-15 11-6-1 15-4-0 17-8-0 _ 18-0.11 i1 9-4-q 1-0-0 0 2-4-0 3-9-15 3-8-3 3-9-15 2.4-0 X0-8 0-8-0 Plate Offsets(X,Y)-[1:0-0-9,Edge][1:0-11-5,0.1-2],[2:0-2-120-3-12j,[5:0-2-12,0-4-0],[6:0.0.9,Edge],[6:0-11-5,0-1-2],[8:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.59 Vert(LL) 0.14 B-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(TL) -0,60 8-10 >384 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.59 Horz(TL) 0.07 6 n/a rda BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:106 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. •••••• BOT CHORD 2x6 SP No.1 D MiTek recommends that Sta7izers dhd required c M11b?acing be irAtsllbe•• WEBS 2x4 SP No.2 during truss erection,in accordOr A Stabilizer IrLcWp&on guide. •• WEDGE • • Left:2x4 SP No.2,Right:2x4 SP No.2 •••••• •••• •••••• • REACTIONS.(Ib/size) 1=1071/0-8-0 (min.0-1-12),6=1071/0-8-0 (min.0-1-12) **6:66 • • • •••••• Max Horz1=27(LC 35) •••• •••• • • Max Upliftl=520(LC 3),6=520(LC 4) • • • • Max Grav1=1709(LC 23),6=1709(LC 32) *so* •••• so:*** •••••• ••• • ••••• FORCES. (lb)-Max Comp./Max.Ten.-All forces 250 Ob)or less except when shown. • • • • TOP CHORD 1-12=47/425,112-14=11 2281295,2-14=-3207/825,2-20=-5413/1392,3-20=5414/1392,3-21=5413/1389,4-21=-541311389,4-22=-54-5A419• •• •••••• 5-22=5474/1411,5-18=3202/823,16-18=1 2261296,6-16=47/425 • BOT CHORD 1-23=399/58,13-23=399/58,13-24=264/1150,15-24=-264/1150,15-25=741/3025,11-25=-741/3025,11-26=737/3075,10-26=-73a13075p•• • •• 10-27=1352/5474,9-27=1352/5474,8-9=1352/5474,8-28=714/3069,7-28=-714/3069,7-29=719/3020,19-29=719/3020,19-30=-2b2/1149,* • • •••••• 17-30=-262/1149,17-31=399/58,6-31=-399/58 •••••• WEBS 2-11=-47/432,2-10--641/2532,3-10=340/225,4-10=-269/147,4-8=-348/228,5-8=665/2601,5-7=-54/420,12-13=879/291,14-15=-50/297p•• • •••••• 13-14=1409/378,12-15=29211151,16-17=$78/289,18-19=-49/296,17-18=1407/379,16-19=289/1149 •• • 6••• 6 6 NOTES- •• • 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18:MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 1 and 520 Ib uplift at joint 6. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 Ib down and 23 Ib up at 4-0-0,2 Ib down and 23 Ib up at 6-0-12,2 Ib down and 23 Ib up at 8-0-12,2 Ib down and 23 Ib up at 9-8-0,2 Ib down and 23 lb up at 11-3.4,and 2 Ib down and 23 Ib up at 13-3-4,and 2 lb down and 23 Ib up at 15-40 on top chord,and 321 Ib down and 93 Ib up at 4-0-0,193 Ib down and 11 Ib up at 4-0-12,193 lb down and 11 Ib up at 6-0-12,193 Ib down and 11 Ib up at B-0-12,193 Ib down and 11 Ib up at 9-8-0,193 lb down and 11 Ib up at 11-3-4,193 Ib down and 11 Ib up at 13-3-4,and 193 lb down and 11 Ib up at 15-3-4,and 321 Ib down and 93 Ib up at 15-40 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Mahmound Zcifaphari,P.E. Uniform Loads(plf) Vert:1-2=90,2-5=-90,5-6=-90,1-6=-20 Consulting Engineers Concentrated Loads(lb) Vert:2=18 5=18 11=98(B=110)10=11 3=18 4=18 8=11 7=98(8=110)20=18 21=1 8 22=18 26=11 27=11 28=11 13901 S.W. 108 AVP ivliaml,Florida 33176 P< ione 305-253-2428 Fal:3C')-235-4/--',S Florida Professional Engineering License No.36921 Special Inspector License'^'o.636 ------- ITruss Truss T -TQt P ADD:MIM FABIANO SILVEIRA R.C. �JOb I Type Y N ( ) _ 9358 KG1 Hip Girder 1 1 I �_ I Job Reference DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:10 2016 Pag 1 D:PR08euXtEyLLdjefy7t7oGzV3gv-CfmXnzU?mlmBgQnJnzatJBRihpnilCv5U uegK2zU73B 4-0-0 7-10-9 11-7-7 15.6-0 19-6-0 --- ---4-0-0 3-10-9 3-8-13 �- - 3-10-9 --4-0.0 - -- Scale=1:33.5 3.50 F12 6x8= 3x6= 2x4 II 6x8= 2 20 3 21 4 22 5 4x6= 14 18 12 T \� 16 4x6= 6 Bi Li FT C> 3x4= o 23 10 8 7 13 24 15 25 11 26 9 27 28 19 29 17 30 3x4= 3x10 11 2x4 11 3x6= 6x12 MT201-!S= 3x10= 2x4 I I 3x10 11 18-10-0 1-4-0 1-8-0 4-0-07-10-9 11-7-7 15-6-0 17-10-0 _1H-2r0 19-61 1 4-0 0-4-0 2 4-0 3-10-9 3 8-13 3-10-9 2 4-0 0-4-0 0-8-0 _ 048-0 Plate Offsets(X,Y)-[1:0-0-9,Edge],[1:0-11-50,1-2] [2:0-2-12,04-0],[5:0-2-12,0.3-12],[6:0-0-9,Edge],[6:0-11-5,0-1-2],[10:0-24,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.14 B-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -0.62 B-10 >376 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:107 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2-Except- TOP CHORD Structural wood sheathing directly applied or 248-9 ocpurlins. T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. 0• ••0 BOT CHORD 2x6 SP No.1 D MiTek recommends that StatRlizers 2hd required cft@sl fradng be in%161 WEBS 2x4 SP No.2 during Wss erection,in acco 8 wi� Stabilizer Ir s�Wjon guide. WEDGE • Left:2x4 SP No.2,Right:2x4 SP No.2 0.0 0 0• •••• 0000:0 0 • REACTIONS.(Ib/size) 1=1080/0-8-0 (min.0-1-12),6=1081/0-8-0 (min.0-1-12) 000:09 • •• • •s••• Max Horzt=27(LC 5) 0900 •••• • • Max Uplift1=524(LC 3),6=524(LC 4) 0 0 0 0 Max Grav1=1716(LC 23),6=1710(LC 32) •••• •• • ••••• 0000•• ••• • 0000• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. • • • • TOP CHORD 1-12=-47/425,12-14=-1234/299,2-14=3226/833,2-20=5536/1437,3-20=-5537/1436,3-21=5446/1412,421=5446/1412,422=5447!1415• •• •••••• 5-22=-5446/1415,5-18=3219/834,16-18=1231/301,6.16=-46/425 0 BOT CHORD 1-23=399/58,13-23=399/58,13-24=267/1156,15-24=267/1157,15-25=-748/3044,11-25=748/3044,11-26=-744/3093,10-26=-744r3093j•• • 0• 9-10=1385/5536,8-9=1385/5536,8-27=-725/3088,7-27=725/3088,7-28=-729/3037,19-28=729/3037,19-29=265/1153,17-29=268/1153, 9 • • •••••• 17-30=399/58,6-30=-399/58 0 0•••• WEBS 2-11=54/424,2-10=680/2648,3-10=354/232,3-8=300/118,48=345/228,5-8=-657/2543,5.7=47/438,12-13=884/293,14-15=51412298,0 0 0 • 060000 13.14=-1417/382,12-15=295/1158,16-17=-881/292,18-19=51/297,17-1 8=-1 414/384,16-19=293/1155 so 0 0000 0 0 NOTES- •• 0 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Encl..GCpi=0.18;MWFRS (envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plate(s)at joint(s)2,5,11,10,3,4,8,7,1,1,1,6,6 and 6 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)9 checked for a plus or minus 2 degree rotation about its center. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 524 Ib uplift at joint 1 and 524 Ib uplift at joint 6. 8)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, noncencurrent with any other live loads. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 Ib down and 23 Ib up at 40-0,2 Ib down and 23 Ib up at 6-0-12,2 lb down and 23 lb up at 8-0-12,2 Ib down and 23 lb up at 9-9-0,2 Ib down and 23 Ib up at 11-5-4,and 2 Ib down and 23 Ib up at 13-5-4,and 2l down and 23 lb up at 15-6-0 on top chord,and 321 Ib down and 93 Ib up at 40.0,193 Ib down and 11 Ib up at 40-12,193 lb down and 11 Ib up at 6.0-12, 193 Ib down and 11 Ib up at B-0-12,193 Ib down and 11 Ib up at 9-9-0,193 Ib down and 11 Ib up at 11-5-4.193 Ib down and 11 Ib up at 13-5-4,and 193 lb down and 11 Ib up at 15.5-4,and 321 Ib down and 93 Ib up at 15-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). !>'lnhmount�':��IJiia�hari,�.E. LOAD CASE(S)Standard Consulting EngllPera 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) 13901 S,` . 108 Avp, Vert:1-2=-90,2-5=90,5-6=-90,1-6=-20 Concentrated Loads(lb) Miami,Florida 33176 Vert:2=18 5=18 9=11 11=-98(F=-110)10=11 3=18 4=18 8=11 7=-98(F=-110)20=18 21=18 22=18 26=11 27=11 F;1one 305-253-2428 Fa;, 335-235-42-'113 Flprida Professional Engineering License No.36921 Special Inspector License No.636 Job (Truss Truss Type !Qty iply iADD:MIM FASIANOSILVEIRA (R.C.) i 9358 L. CJ8 I DIAGONAL HIP GIRDER 5 1�__ Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MTek Industries,Inc. Mon Apr 04 11:49:56:2016 Peg ID:PROBeuXtEyLLdjefy7t7oGzV3gv-czwFrAKD3SOA_Gidz1 Kb]BsKZ9500uGlGjFxgszU73P a1 - -8 2-3-15 6-9-7 11-3-0 0 1 8 2-3-15 4-5-9 ---------- 45-9 --- - i Scale=1:18.6 2x4 11 4 5 2.48 12 15 3x4= 3 14 N T1 � W1 2 13 11 W3 1 m 16 12 17 18 19 8 20 21 7 10 3x4= 4x4= 9 6 4x8 11 4x4= 1-10-4 ,2-3-15, 6-9-7 11-3-0 1-10-4 0-5-10 4-5-9 4-5-9 Plate Offsets 0(,Y)-14:0-2-0,0-D-121.[7:0-2-0.0-2-41,19:0-2-12,0-2-01 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(TL) -0.17 7-8 >623 240 BCLL 0.0 Rep Stress Ina NO WB 0.54 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:51 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15"pu mins, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. • 0 WEBS 2x4 SP No.2 =recommends that Sta izers and required t�t9s�l9cing be initsll!± •• curio truss erection,in acro d •wi Stabilizer I I n uide. • REACTIONS.(Ib/size) 9=860/0-11-5 (min.0-1-8),7=491/0-2-8 (min.0-1-8) • • Max Horz9=146(LC 3) **6:66 •••• 0 0.0.0 Max UpIifL9=-550(LC 3).7=237(LC 5) so**** • • • Max Grav9=1417(LC 15),7=908(LC 20) •0.0•• 0000 0000 • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • 0 • • TOP CHORD 1-11=117/480,2-11=497/228,2-13=1784/364,13-14=1672/319,3-14=-1666/320 *a** •••• •••0• BOT CHORD 10-16=-557/141,12-16=557/141,12-17=181/505,9-17=181/505,9-18=-181/505,18-19=181/505,8-19=181/505,8-20=372/1637,0•0 0 0• •0• • •• ••• 20-21=372/1637,7-21=-372/1637 • • WEBS 2-9=1221/541,2-8=345/1406,3-8=-40/720,3.7=-1649!366,1-12=98/347 *00000 •• •••••• • 0000•• • • NOTES- • • • • 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope);cant?�ErIrip$Wxposed 1 tTrrtlet• DOL=1.60 plate grip DOL=1.60 • • • 0 • 2)Plates checked for a plus or minus 0 degree rotation about its center. • 0 • 0 0•••• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. •• 0 009:00 • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 550 Ib uplift at joint 9 and 237 Ib uplift at joint 7. 0• 0 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)507 Ib down and 235 Ib up at 2-9-8,and 42 Ib down and 107 Ib up at 5-7-7,and 60 Ib down and 123 Ib up at 8-5-6 on top chord,and 371 Ib down and 38 Ib up at 5-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-5=90,6-10=-20 Concentrated Loads(lb) Vert:13=-175 14=107 15=6019=38 20=-22 i.4ahmounc U , nsulting Engin-ers 3901 S.W. 108 A- Miami,Florida 331'/6 Faone 305-253-2428 Fa;;"C5-235-4213 Florida Professional Engineering License No.36921 Special Inspector License`do.636 Job Truss Truss Type Qty Ply -- Ai DD:M/M FABIANO SILVEIRA (R.C.) 9358 CJBA DIAGONAL HIP GIRDER 1 1 Job ReferenceCo tional I L ----- DECOTRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 015 MiTek Industries,Inc. Mon Apr 04 11:49:57 2016 Pag I D:PR08euXtEyLLdjefy7t7oGzV3gv-49Ud3WKrpl81 cQ HpXlrgH POVgZNciPiAU N?UN IzU730 -Q-1r8 2-3-15 6-9-7 9-10-1 11-3-0 0-18 2-3-15 4-5-9 3-0-10 _rt 1-4-15 Scale=1:18.6 2x4 II 3x4: 5 6 4 2.48 12 17 3x4- 3 .yy 16 rJ T1 W1 15 W3 W2 2 13 W5 4 1 or B1 Li 18 14 19 20 21 10 22 8 12 3x4= 4x4= 11 3x4= 9 23 7 4x8 11 4x6 11 1-10-4 2-3-15, 6-9-7 9-10-1 11-3-0 r 1-10-4 0- 15 4-5-9 3-0-10 1 4-15 Plate Offsets()(,Y)—111:0-2-8.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (Ioc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) 0.0310-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.1510-11 >586 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(rL) 0.01 9 n/a n/a BCDL 10.0 Code FRC20101TP12007 (Matrix-M) Weight:55 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 64YO oc bracing. •••• WEBS 2x4 SP No.2 • • MiTek recommends that StatlMizers Ahd required dbli4tAadng be irAMIRA+• d.n truss erection,in acco}d wi Stabilizer I 'on uide. • REACTIONS.(Ib/size) 11=759/0-11-5 (min.0-1-8),9--796/0-11-5 (min.0-2-2).8=203/0-2-8 (min.0-1-8) 0 0 Max Horz I I=1 46(LC 3) 090.40 060• •0040• Max Upliftl I=787(LC 3),9=869(LC 3),8=745(LC 19) 000000 • • • Max Grav11=1224(LC 16),9=1814(LC 13),8=292(LC 3) 0 a•0•0 00004940 :00049• FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • 0 • • TOP CHORD 1-13=114/506,2-13=415/287,2-15=1047/528,15-16=-936/464,3.16=-928/456,3-17=145/315,4.17=-174/339 0000 0000 •9 0 0• BOT CHORD 12-18=511/119,14-18=511/119,14-19=244/417,11-19=-244/417,11-20=-296/417,20.21=296/417,10-21=296/417,10-22=520/96-A•••0 009 • 00000• 9-22=520/917,9-23=318/117,8-23=318/117 • 0 • • WEBS 2-11=1012/671,2-10=3471844,3-10=109/704,3-9=1364(702,4-9=768/508,4-8=225/629,12-13=284!76,1-14=79/316 •• •• •• 000000 • •••909 • • NOTES- • • • • 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWAS(envelope);canJgv@rJE:gxposed*ptr'"I" exposed;Lumber DOL=1.60 plate grip DOL=1.60 • • • • • 2)Plates checked for a plus or minus 0 degree rotation about its center. • • • :0000: 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. •• • 0 0•• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 787 Ib uplift at joint 11,869 lb uplift at joint 9 and 745 Ib uplift at joint 0 0•• 0 8. 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)507 Ib down and 341 Ib up at 2-9.8,and 107 Ib up at 5-7-7, and 60 Ib down and 227 lb up at B-5-6 on top chord,and 371 Ib down and 38 Ib up at 5-7-7,and 416 Ib down and 4 Ib up at 8-5-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plo Vert 1-5=-90,5-6=-90,7-12=20 Concentrated Loads(lb) Vert:15=-17516=107 17=-60 21=38 22=-22 1:4 '�l11Ib{Ii.1G r.;Ul 'y1}j;fl!`ls i . , Iil�Elilli�i rl)ar.l'9ogn i3991 5,:t' : 1e8 AVP, 14iami,Florida 33116 ritone 3Q5-253-242$Fa. '_0"J-235-42;3 Florida.Professional Engineering License No.3692; special Inspector License I1'o,636 Job J Truss ?Truss Type - - I Qty Ply ADD:M/M FABIANO SILVEIRA (R.0-) 9358 I CJ8B DIAGONAL HIP GIRDER 11 1 1 Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:49:57 2016 Peg 1 D:PR08euXtEyLLdjefy7t7oGzV3gv-49Ud3WKrpl81 cQHpXlrq H POVJZR FI LWAU N?U N IzU730 41r1-8 2-3-15 6-9-7 11-3-0 _ i 0 1-8 2-3-15 4-5-9 4-5-9 Scale=1:18.6 3x4 11 4 5 2.48 FI2 15 3x4 3 14 N T1 W1 2 13 11 W3 2 B1 16 12 17 18 19 8 20 21 7 10 3x4= 4x4= 9 6 4x8 11 4x4= 1-10-42-3-15 6-9-7 11-3-0 1-10-4 0-5-10, 4-5-9 4-5-9 Plate Offsets(X,Y)-(7:0.2-0,0.2-41,(9:0-2-8,0.2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) 0.03 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(TQ -0.17 7-8 >623 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FRC20107rP12007 (Matrix-M) Weight:51 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc pudins, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 0••L WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required ilross bracing be installed curio truss eredion,in accorlance^Stabilizer AAAAtion uide.•••0.0•• REACTIONS.(Ib/size) 9=860/0.11-5 (min.0-1-8),7=491/0-2-8 (min.0-1-8) 6• 6 6••• • Max Horz9=207(LC 5) • • Max Uptifl9=-750(LC 3),7=366(LC 5) 000.60 060• •0000• • Max Grav9=1417(LC 15),7=908(LC 20) **6006 • • 6 •000•• FORCES. Ob)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •0 0• •0•• • • TOP CHORD 1-11=147/480.2-11=-497/228,2-13=1784/534,1314=1672/483,314=1666/488 0 0 0 0 0660 0060 00.00 BOT CHORD 10.16=557/178,12-16=557/178,12-17=181/505,9-17=-181/505,9-18=-191/505,18-19=-191/505,8.19=191/505,8-20=570/1637, • • 20-21=570/1637.7-21=570/1637 96:00:• 6 6 0• • ••••• WEBS 2-9=1221!735,2-8=513/1406,38=40(/20,37=-1649/556,1-12=-121/347 • • 00 • NOTES- 000000 • • 1)W Ind:ASCE 7-10:Vutt=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;CaL II:Exp C;Part.Enc.,GCpi=0.55;IafRt(ovelope),pritilevpr left expoieg6t ut ber DOL=1.60 plate grip DOL=1.60 *69096 2)Plates checked for a plus or minus 0 degree rotation about its center. • • • • • 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. • • 0 •••••• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 750 Ib uplift at joint 9 and 366 Ib uplift at joint 7. 6• 0 •0 0 0 0 0 • 0 5)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, •• 6 nonconcurrent with any other live loads. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)507 Ib down and 265 Ib up at 2-9-8,and 66 Ib down and 107 Ib up at 5-7-7,and 60 Ib down and 151 Ib up at 8-5.6 on top chord,and 371 Ib down and 38 Ib up at 5-7-7,and 416 Ib down and 4 Ib up at 8-5-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:11-4=90,4-5=-90,6-10=20 Concentrated Loads(lb) Vert:13=-175 14=107 15=-6019=38 20=-22 :.1•��t��o�+r1c: ,_,,.I)atJ)tari.i.E. Consulting Engi,i-m 13901 S.W. 108 A- /,Naini,Florida 331 i6 `Atone 305-253-2428 Fa);305-235-4249 Florida Professional Engineering License No.36921 Special Inspector License ,`o.63 Job T ur ss rTruss Type i Qty I Ply iADD:M/M FABIANO SILVEIRA(R.C.) 19358 ;CJ4 Diagonal Hip Girder 4 1 1 �_ _�_i Job Reference optional) —� DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015MiTek Industries,Inc. Mon Apr 04 11:49:56 2016 Peg ID:PROBeuXtEyLLdjefy7t7oGzV3gv-czwFrAKD3SOA_Gidz1 KbIBsKO98XO?z1GjFxgszU73P 2-3-15 — 5-7-2 ----I 2-3-15 3-3-4 Scale=1:10.9 2x4 11 3 4 2.48 12 71 2 9 T1 _ W1 1 W2 B1 I 122x4� 10 13 14 6 8 ( 4x6= 7 5 4x8 0 1-10-44-11-2 _ 5-7-2 1-10-4 0-52-3-15-10 2-7-4 Plate Offsets(X,Y)-(7:0.2-12,0-2-0I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) 0.00 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(TL) -0.03 6-7 >999 240-F BCLL 0.0 Rep Stress In_r NO W13 0.12 Horz(rL) -0.00 6 n/a We BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) I Weight:23 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 0000 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required Bross bra(Ong be installed Burin inns erection,in acro an vRt Stabilizer RtStMIAbon guide.•00000 REACTIONS.(Ib/size) 6=138/Mechanical,7=654/0-11-5 (min.D-1-8) •0 0 •••• • Max Horz7=72(LC 5) • • Max Uplifl6=79(1_C 5),7=-464(!_C 3) •••••• •••• •••••• • Max Grav6=349(LC 18),7=985(LC 14) •••••• • • • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •••• •••• • • TOP CHORD 1-9=-117/511,2-9=-213/556 •••••• *00000• •••• ••••• BOT CHORD 8-12=517/123,10-12=517/123,10-13=505/206,7-13=-505/206,7-14=-505/134,6-14=505/134 • • WEBS 2-7=929/464,2-6=-1361512,8-9=255/80,1-10=83/286 •••••• 000* • ••••• •• •• •• •••••• NOTES- • 1)Wind:ASCE 7-10:Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFFt9'(ta:89ITe);cantilever leftexposed;Lumber DOL=1.60 plate grip DOL=1.60 • • • • ••••�• 2)Plates checked for a plus or minus 0 degree rotation about its center. •••••• 3)Refer to girder(s)for truss to truss connections. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 Ib uplift at joint 6 and 464 Ib uplift at joint 7. • • • •••••• 5)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord,•• • ••• •• • • nonconcurrent with any other live loads. •• • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)507 Ib down and 235 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-90,3-4=-90,5-8=20 Concentrated Loads(lb) Vert:11=-175 tA115N1(tt1�)_a7L,i'"'er3 :3901 S.W. 10S All' Miami,Florida 33l't6 F'tone 305-253-2428 Fa::'C5-235-4i 2 Florida Professional Engineering License No.36921 Special Inspector License*:o.636. -- -— - - -- -- ---- - --- - --- ---- 'Job Truss ITrussType IOty Ply JADD:M/M FABIANO SILVEIRA (R.CJ i 9358 IJ8 JACK-OPEN32 1 `,_ I _ __ ____ I 11 Job Reference(ooptional) _� DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:08 2016 Pag 1 D:PROSeuXtEyLLdjefy7t7oGzV3gv-GHfnM HTI E8WrQ6dxgYXP EjLKa?7tgOfoOa9aFAzU73D 8-0-0 I— ----- 8-0-0 --- Scale=1:15.7 3 �o 3.50 12 10 h 9 T1 2 7 1 r{ B1 c1 11 8 12 13 4 6 3x4= 5 3x8 11 1 4-0 1-8-0 8-0-0 1-4-0 10 4-0 6-4-0 Plate Offsets(X Y)—15:0-4-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in goc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 Vert(LL) 0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.31 4.5 >242 240 B BCLL 0.0 Rep Stress Incr YES W 0.20 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight 25 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and requiredcross bracing be installed during truss erection,in acco&ance Jlith Stabilizer•1rIkSl9ation guide!•••• REACTIONS.(Ib/size) 3=231/0-1-8 (min.0-1-8),4=61/0-1-8 (min.0-1-8),5=582/0.6-0(min.0-1-8) • •• • •••• •• Max Horz5=147(LC 4) • • Max Uplifl3=150(LC 6),5=287(LC 4) •••••• so*: •••••• Max Grav3=231(LC 1),4=254(LC 17),5=582(LC 1) 690060 • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. •••• •••• • • TOP CHORD 1-7=433/480,2-7=-421/110 • • 0096%• 0000 •••• BOT CHORD 6-11=-5131505,8-11=513/505,8-12=-0/280,5-12=0/280 ••••• WEBS 2-5=-727/1122,7-8=-547/228,6-7=777/921,1-8=989/841 00:00: ••• • ••••• •• •• •••••• NOTES- •• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21f;Cat II;Exp C;End..GCpi=0.18;MWFRS feavalepe)and C-C E•derior(2)-0.0-1 to;Jrf1-15, Interior(1)2-11-15 to 3-8-5,Exterior(2)3-8-5 to 7-11-4 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lutber DOT=1.60 plate grip DOL=1.60 • 2)Plates checked for a plus or minus 0 degree rotation about its center. •••0• •• •••• 3)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 Ib uplift at joint 3 and 287 Ib uplift at joint 5. • • • •••••• 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. •• • 06%60 • • 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, •• • nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard tA11sU►1Ing) n�l�laQPs :3901 a.W, 108 AVP. Miami,Florida 33 IA F;tone 305-253-2428 Fa):N5-23542j8 Florida Professional Engineering License lslp,36921 Special Inspector License No.636'• Job -------�--- 1Truss ---- TrussType ----- - _--- I Oty hely IADD:--M/M SILVEIRA (R.C.) -- -- -- — -� 9358 i J8A I JACK-OPEN �I `t Job Reference_(optional _ J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:09 2016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-kTC9ad U N?ReK2GC7EG3emxuSSPT6ZrDxF Ev7oczU73C 8-0-0 8-0-0 Scale=1:15.7 3 �o 3.50 12 10 g T1 r� N 2 7 1 B1 cl 11 8 12 13 4 6 3x4= 5 3x8 11 1 4 0 1-8-0 8-0-0 1-4-0 0 4-0 6-4-0 Plate Offsets(X,Y)-(5:0-33,0.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.05 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.31 4-5 >242 240 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FRC2010ITP12007 (Matrix-M) Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers nd requiredeross bra•ing be installed durin truss erection,in acro an a-Atli Stabilizer"lllgtion guide.••••• REACTIONS.(Ib/size) 3=231/0-1-8 (min.0-1-8),4=61/0-1-8 (min.0.1-8),5=582/0-8-0 (min.0-1-8) •• • •••• • Max Horz5=209(LC 4) ••• • • •••••• ••• ••• • Max Uplif13=-225(LC 6),5=-422(LC 4) • Max Grav3=231(LC 1),4=254(LC 17),5=582(LC 1) •••••• • • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••••• 000000 ••••• • • TOP CHORD 1-7=433/480,2-7=511/110 0000 •••• so*** BOT CHORD 6-11=-513/505,8-11=-513/505,8-12=0/342,5-12=-0/342 • • WEBS 2-5=-727/1371,7-8=-652/228,6-7=-1098/921,1-8=989/1188 00:60: ••• • ••••• •• •• •• •••••• NOTES- • 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21 ft;Cat.ll;Exp C;Part.End.,GCpi=0.55;RMID"Onvelope)and WC Exterior(2)-O-OJ to 2-11-1 Interior(1)2-11-15 to 3.8-5,Exterior(2)38-5 to 7-11-4 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lu0ber 8OL 1.60 plate grip%0L=1-60 •••• • 2)Plates checked for a plus or minus 0 degree rotation about its center. •••••• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 Ib uplift at joint 3 and 422 Ib uplift at joint S. • • • •••••• •• • •• 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. • 0• • • • 6)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, •• • nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard 1'Y1:11�1110!!nd.�v 1Iaghari,P.E. C'�.:,nsulting F.n�i:IPars 13901 S.W. 108 Av-- ,41ami,Florida 331'/6 F,ione 305-253-2428 Fw: 2C')-235-46-'!8 Florida Professional Engineering License No.36921 Special Inspector License No.636 Job Truis TTruss Type i otyoty- .Ply IADD:M/M FABIANO SILVEIRA (R.C.) 9358 J88 JACK-CLOSED 1 1 I I Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:09 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-kTC9adUN?ReK2GC7EG3emxuZ3PYXZt?xFEv7oczU73C 1-8-0 6-10-8 8-0 1-8-0 —t— 5-2-8 1-1:06 Scale=1:15.5 5x6= 2x4 11 3 4 5 T2 3.50 12 13 3x811 T1 W1 Vd2 W1 2 11 1 I a Bt 14 12 15 16 8 17 7 10 2x4= 3x6 I' 3,13- 9 x6=9 6 1-4-0 s1-8-0� 6-10-8 8-0 0 1-4-0 0-4-0 5-2-8 1-1-8 Plate Offsets(X,Y)-[2:0-4-8,0 1-81,[3:0.1.4,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.01 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.11 8-9 >675 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FRC20101rP12007 (Matrix-M) Weight:33 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 �• MiTek recommends that Stabilizers and requireduoss bracing be installed during truss erection,in accoillanc eAth StabilizerR&Mffibon guide.•••••• REACTIONS.(Ib/size) 9=545/0-8-0 (min.0-1-8),7=336/Mechanical •• • 000* • Max Horz9=128(LC 4) • • Max UplifL9=279(LC 4),7=130(14) 606:60• •••• •••••• Max Grav9=546 LC 11 ,7=363 LC 25 ( ) ( ) 000000 • • • 0000•• FORCES. (Ib)-Max.CompJi Ten.-All forces 250(Ib)or less except when shown. •••••• ••••• • • • TOP CHORD 1-11=-130/572 •••• • ••••• BOT CHORD 10-14=-618/146,12-14=618/146 • • WEBS 2-9=-613f723,3-8=0/426.3-7=-4921121,1-10=44/271,11-12=-278/170,10-11=675/204.1-12=-217f757 •••••• .:90000 ••••• NOTES- 006069 •0 0.00.0 1)Unbalanced roof live loads have been considered for this design. *00000 • •• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWF¢S(eillrellpe)and C-C Exterior(2)-0-0-1 to 2-14-15, Interior(1)2-11-15 to 6.10-8,Exterior(2)6-10-8 to 8-0-0 zone;cantilever left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 pl@te WV DQL=1.60•••••• 3)Provide adequate drainage to prevent water ponding. • • • • • 4)Plates checked for a plus or minus 0 degree rotation about its center. • • • •••••• •• • 0000 • • 5)Refer to girder(s)for truss to truss connections. • • • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2791b uplift at joint 9 and 130 lb uplift at joint 7. •• • 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahrnound Zcifaghari,P.E. Consulting Eli 13901 S.W. 108 AVP, Miami,Florida 3316 Fitone 305-253-2428 Fax SCI-235-4248 Florida Professional Engineering License No.36921 Special Inspector License No.636 ;Job rTruss Truss Type i Qty Ply IADD:MIM FABIANO SILVEIRA (R.0-) 1 r-- 9358 1.18C 1 JACK-CLOSED 1 1 _;Job Reference tetanal) _ _-J DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:09 2016 Pag I D:P R08euXtEyLLdjefy7t7oGzV3gv-kTC9adU N?ReK2GC7EG3emxucgPZIZtdxFEv7oczU73C 1-8-0 5-7-0 8-0-0 ~ 1 8 0 - 3-11-0 -- - 2-5-0 -- Scale=1:15.5 4x4= 3x4= 3 4 5 3.50 12 / T2 13 2 T1 W1 W1 11 71 1 0 B1 14 12 15 16 17 10 2x4= 8 3x4= 7 9 2x4 11 6 3x6 11 1-4-0 1-8-0, 5-7-0 8-0-0 _ 1-4-0 f0-4 3-11-0 2-5-0 Plate Offsets(X,Y)-[7:0.2-0,0.1-01,19:0.2-11,0.1-41 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(TL) -0.05 B-9 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(rQ 0.00 7 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight 32 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. ..•!- WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required tross braving be installed during truss erection,in accorbancP-A Stabilizer}hIlffi tion guide!••••• 0-- REACTIONS.(Ib/size) 7=35210.1-8 (min.0-1-8),9=529/0-8-0 (min.0-1-8) •• • •••• • Max Horz9=104(LC 4) • • 0 0000•• 0000 Max Uplift7=137(LC 4).9=1199([_C 4) •000. Max Grav7=369(LC 25),9=529(LC 11) 000:90 • • • •0000• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •0 0• •••• • • TOP CHORD 1-11=76/608.2-11=-261/5,2-13=322/146,3-13=-281/155,3-4=270/165,4-7=324/301 000000 • • • 0000 0000 00000 BOT CHORD 10.14=660/90,12-14=-660/90,12-15=13/270,9-15=13/270,9-16=181!270,8-16=181/270 • 0 WEBS 2-9=-458/498,4-8=216/354,1-10=-5/286,10-11=-755/88,1-12=89/843 60:00: 0 0 0 • 0 0.0• NOTES- •• •• •• •0000• • 1)Unbalanced roof live loads have been considered for this design. •••••• • 0 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C:End.,GCpi=0.18;MWF$S(e&el�pe)and C-C Extgior(2)-0-0-.1 to.1,41.15, Interior(1)2-11-15 to 5-7-0,Exterior(2)5-7-0 to 8-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 0••0 0 3)Provide adequate drainage to prevent water ponding. • • • • • 4)Plates checked for a plus or minus 0 degree rotation about its center. 0••• 0000 0••• 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 0 0 0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 7 and 199 Ib uplift at joint 9. 66 0 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound Z�niaehar,,P.E. k onsulting Engineers 3901 S.W. 108 AV-. Miami,Florida 331`;6 Fiione 305-253-2428 Fa;:_�5-235-42 8 Florida Professional Engineering License No.36921 Special Inspector License No.636 r'---Job /Truss Truss Type I Oty—Ply !NDD:M/M FASIANO SILVEIRA (R.C.) ------------ I 19358J6 Jack-Open !9 1 Job Referenceoptional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:07 2016 Pag I D:PROSeuXtEyLLdjefy7t7oGzV 3gv-o45P9xS6TgOcpy2k6rOAhWpEkbsS5yKeowQObzU73 E 6-0-7 6-0-7 Scale=1:12.6 3 3.50 12 T1 0 Z N 7 1 B1 92x4= 8 10 11 4 6 3x8 11 5 11 4-0 1-8-0 5-4-7 6-0-7 1-4-0 0-4-0 3-5-7 0-8 0 Plate Offsets(X Y)—[5:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL1.33 BC 0.47 Vert(TL) -0.09 4-5 >554 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FRC201 OITP12007 (Matrix-M) Weight 19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTekrecommends that Stabilizers and required cross braing be installed during.truss erection in accor4ance4th StabilizerlhMISfion guide!00000 REACTIONS.(Ib/size) 3=157/0.1-8 (min.0-1-8),4=39/0-1-8 (min.0-1-8).5=461/0-8-0 (min.0-1-8) •• • 0000 • Max Horc5=111(LC 4) 00 ••0. •0 6690•• • Max Uplift3=104(LC 6),5=-246(LC 4) •00� Max Grav3=157(LC 1),4=236(LC 17),5=461(LC 1) ***see 0 • • •0.60• FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 000000 •00•• ••6•• • • • TOP CHORD 11-7=458/594.2-7=3011/64 0900 •••• ••••6 BOT CHORD 6-9-643/186,8-9=643/1186 9 0 WEBS 2-5=-4611792.1-6=751278,7-8=295/124,6-7=-7121359,1-8=383f797 00:00: •0• • ••••• •• •• •• •0099• NOTES- 6 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.11;Exp C;End.,GCpi=0.18;MWF:9(t ft cicpe)and C-C EAterior(2)zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 6 0 0 0 ••••0• 2)Plates checked for a plus or minus 0 degree rotation about its center. •••••• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 Ib uplift at joint 3 and 246 Ib uplift at joint 5. • • • •••••• 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. •• • •••:•6 • • 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, •• • nonconcurtent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmound L ifagbad,P.E. Consulting Engineer _:3901 S.W. 108 A"". Miami,Florida 331"/6 F11one 305-253-2428 Fa,,305-235-4)43 Florida Professional Engineering License No.36921 Special Inspector License NO.636 _.— (Job I,Truss Truss Type Qty Ply IADD.M/M FABIANO SILVEIRA (R.0-) I 19358 J6A (Jack-Open 4 1i Job Reference o tional) � DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:07 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-o45P9xS6TgOcpy2k6rOAhWpDUbsS5yveowQOj zU73E 6-0-7 Scale=1:12.6 3 3.50 F12 o T1 0 2 'n c4 c6 7 1 VVI B1 92,4= 8 10 11 4 6 _E1 & X 3x8 11 5 1-4-01-8-0, 5-4-7 6-0-7 1-4-0 0-4-0 3-8-7 0-8-0 Plate OffsetsX( Y)-[5_0-48,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) 0.01 45 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(TL) -0.09 4-5 >554 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight 19 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and ss required fro raking be installed curio truss erection,in accoAance Kith StabilizerAMtellation guide ••••• REACTIONS.(Ib/size) 3=157/0-1-8 (min.0-1-8),4=3910-1-8(min.0-1-8),5=461/0-8-0(min.0-1-8) "00 • •••• •• Max Horz5=158(LC 4) • • Max UplifI3=156(LC 6),5=352(LC 4) 009:00• •••6 •••••• Max Grav3=157(LC 1),4=236(LC 17),5=461(LC 1) •••••• • • • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •••• •••• • ••0000• TOP CHORD 1-7=158/594,2-7=357/64 • • 6 • BOT CHORD 6-9=-643/186,8-9=-643/186,8-10=0/281,510=0/281 •••• •••• ••••• WEBS 2-5=461/942.1-6=75/278,7-8=338/124,6-7=712/359,1-8=383(797 •••••• .:0060 •• • ••i••• NOTES- •• •• •• 06000• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;h=21ft;Cat.11;Exp C;Part.End.,GCpi=0.55;MWGIi envelope)and CSC Exterior(2)zon%&ntileve left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • • • • 2)Plates checked for a plus or minus 0 degree rotation about its center. • • •000••• *000•• 0 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 Ib uplift at joint 3 and 352 Ib uplift at joint 5. 6 • 6 •••••• 5)Beveled plate or shim required to provide full bearing surface with thus chord at joint(s)3. 6• • •••• • • 6 This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all ane!points aloe the Bottom Chord, 000:06 • • 9 9 P P Po 9 •• • nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard i ,ai n,o!Inr .,am+ari,P.E. 13901 S.W. 108 Av-. 'Aiami,Florida 331'/6 Flione 305-253-2428 Fa::"'C,-5-235-42:3 Florida Professional Engineering License No.36921 Special Inspector License No.636-, i ob 'Truss ITruss Type —lots Ply ADD:M/M FABIANO SILVEIRA (R.C.) 19358I J613 i Jack-Open — 1 Job Reference 0 tional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:08 2016 Pag I D:PRO8euXtEyLLdjefy7t7oGzV3gv-G HfnM HTI EBVVTQ6dxgYXPEjLNA?AygRko0a9aFAzU73D 4-7-7 --- 4-7-7 — Scale:V=1' 2 n , I 3.50 12 T1 J 0 ii 1 N m Ik B1 )` 5 3 4 3x8 11 3-11-7 4-7-7 3-11-7 0-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) 0.04 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Vert(TL) -0.13 3-4 >397 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TQ 0.04 2 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:14 Ib FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required kxps bracing be installed Burin truss erection,in accordance with Stabilizes rrnsta•IIaY(�n guide. REACTIONS.(Ib/size) 4=243/0-7-0 (min.0-1-8),2=181/0-1-8 (min.0-1-8),3=61/0-1-8 (min.0-1-8) o 000* •••••• • • Max Horz4=82(LC 4) •• • *000 •• Max Uplift4=75(LC 4),2=-117(LC 4) • • Max Grav4=310(LC 12),2=181(LC 1),3=247(LC 13) 009:60 •••• •••••• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••••• • • • •••••• TOP CHORD 1-4=216/281 •••• •••• • • • • • • NOTES- •••• •••• ••••• 1)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=S.OpsY,h=21ft;Cat.11;Exp C;End.,GCpi=0.18;MWFR3(sgv*l*pe)and G-C fcxterigr(2)zongi(;FC fp6rRembe and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • • • • 2)Plates checked for a plus or minus 0 degree rotation about its center. •• •• •• **go:* • 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. •s•••• • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 4 and 117 Ib uplift at joint 2. • • • • 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. • • • • •••••• 6)This truss has been designed for a moving concentrated load of 200.O1b dead located at all mid panels and at all panel points along the Bottom Chor#,noncWcurrent wiJ any ooh%r live loags. • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity,model was used in the analysis and design of this truss. • • • •••••• LOAD CASE(S)Standard •••• Mal-nomic' :..,navllar,,?.E. Consulting Eiigin-m 13901 S.`V. 108 A- Miami,Florida 331/6 Flione 305-253-2428 Fa;:'C;-235-4 8 Florida Professional Engineering License No.36921 Special Inspector License No.636 Job Truss I Truss Type "Oty Ply ADD:M/M FABIANO SILVEIRA (R.CJ 19358 J4 Jack-Open 19 1 Job Reference(optional)__, DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:05 2016 Peg I D:PR08euXtEyLLdjefy7t7oGzV3gv-rizekFRsxDBuZevM?Q_ic5kxpoF7d3jM KdxwfrzU73G 4-0-7 - -- 4-0-7 Scale=1:9.4 3 t 3.50 12 2 0 7 T1 m u� 1 1 q B1 l 9 2x4= 8 10 11 4 IN 6 i!E 5 3x6 11 1-4-01-8-0 3-4-7 4-0-7 1-4-0 6160 1-8-7 0-8-0 Plate Offsets()(,Y)-15:0-2-11,0-1-41 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(rL) -0.02 3 n/a n/a BCDL 10.0 Code FRC2010frP12007 (Matrix-M) Weight:13 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTekrecommends that Stabilizers and required dross ragjng be installed during truss erection,in accoAance vlfth Stabilizer IhMMIStion uide.•••••• REACTIONS.(Ib/size) 3=74/0-1-8 (min.0-1-8),4=8/0-1-8 (min.0-1-8),5--356/0-8-0 (min.0-1-8) •• • •••• •• Max Horz5=74(LC 4) • • Max Uplift3=54(LC 6),4=23(LC 14),5=215(1-C 4) 004:00• •••• •••••• Max Grav3=74(LC 1),4=214(LC 17),5=432(LC 14) 000000 • • • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. •••• •••• • • *00600 • • Y TOP CHORD 1-7=283/595 •••• •••• ••••• BOT CHORD 6-9=-644/317,8-9=-644/317 WEBS 2-5=265/466,1-6=89/278,6.7=714/363,1-8=-395!799 •••••• ••• • ••i••• NOTES- •• •• •• o••••• 1)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=5.OpsF,h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFli9(twr•I•pe)and C-C Eyterior(2)zone;cantgever left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : • : • • Ogg* ••• • 2)Plates checked for a plus or minus 0 degree rotation about its center. •••••• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 Ib uplift at joint 3,23 Ib uplift at joint 4 and 215 Ib uplifFbt joint 5A •••••• 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. •• • •••• • • 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, •••• nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard ��1tt}!f11pt,InG�__.iIZ?teary i.�. ( ^i15lll(InJ�i151^.r'f:r3 '3901 S.W. 108 A—. Miami,Florida 331 i6 Fitone 305-253-2428 Fa,:"",5-235-422 3 Florida Professional Engineering License No.36921 Special Inspector License No.636 job----!Truss Truss Type —(Oty �i Ply ADD:M/M FABIANO SILVEIRA (R.C.) I 9358 �J4A Jack-Open 4 1 1 I _____. _ Job Reference o tional —- --- —`.P--- Apr 04 11:50:06 2016 Pa DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.810 s Jan 29 2015 MiTek Industries,Inc. Mon g ID:PR08euXtEyLLdjety7t7oGzV3gv-KuX1 ybRU WGIBoTYY8Vx91G6ZBaMMWmVZHgTBHzU73F -- _ 4-0-7 _ r — 4-0-7 Scale=1:9.4 3 3.50 12 I 2 1 0 7 / T1 1 1 B1 9 2X4= 8 10 11 4 6 ENE5 3x6 11 1-4-0 1-8-0 3-4-74-0-7 r 1-4-0 0 4 0 1-8-7 0-8-0 Plate Offsets(X,Y)-t5:0-2-11,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight:13 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required�ross r4ng be installed during truss erection,in accoRlance 49th Stabilizer*0110llletlon guider • REACTIONS.(Ib/size) 3=74/0.1-8 (min.G-1-8),4=810-1-8 (min.0-1-8),5=356/0-8-0 (min.0.1-8) •• • •••• •• Max Horz5=105(LC 4) • • Max UplifO=81(LC 6),4=23(LC 14),5=297(LC 4) *04:00 •••• •••••• Max Grav3=74(LC 1),4=214(LC 17),5=432(LC 14) *fees* • • FORCES. (Ib)-Max.ComplMax.Ten.-All forces 250(Ib)or less except when shown. 000000 ••••• 000000 ••••• •0000• • • TOP CHORD 1-7=302!595 s••• •••• �•••• BOT CHORD 6.9=644/339,8-9=644/339 WEBS 2-5=265/544,1-6=89/278,6-7=-714/379,1-8=411/799 a••••• ••• • ••i••• NOTES- •• •• •• 0000•• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;611Ni"(onvelope)and(;-C Exterior(2)zone,tantileve left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • • • • 2)Plates checked for a plus or minus 0 degree rotation about its center. • • • • 06600:••••• 0000•• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. • • • • • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 Ib uplift at joint 3,23 Ib uplift at joint 4 and 297 lb uplit!tj.i/lt 50 •••• 000000 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 000:00 • • 6)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, •• • nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard lAahmound i tfa.vhari,P.E. Consulting Enginpers i3901 S.W. 103 Av-P Miami,Florida 331-/6 Faone 305-253-2428 Fa:: :-235-4z Florida Professional Engineering License No.36921 Special Inspector License No.636 Job iTruss Truss Type --- —— Qty Ply jADD:M/M FABIANO SILVEIRA (R.C.) I '9358 �J48 Jack-Open �14 1 , _ � I I Job Reference(optional) I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:06 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-KuX1ybRUiWGIBoTYYBVx91G6ZBaLMW VZHgTBHzU73F ------- 4-0-0 --- -� 4-0-0 Scale=1:9.4 3 3.50 12 2 7 T1 n 1 I1 B1 9 2x4_ 8 10 11 4 6 5 3x6 11 F— 1-4-0 3-4-0 4-0-0 , 1-4-0 6'1:20 1-8-0 0-8-0 Plate Offsets(X,Y)-[5:0-2-11,D-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(TL) -0.02 3 rVa n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:13 Il••1Y 0% LUMBER- BRACING- • • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlf&pplie@ or 4-0-0 oc IRMAIR •• BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or JWgWpracing.•••• •••••• WEBS 2x4 SP No.2 MiTek recommends that Stabilizerstnd required cross bracing be installed during truss erection,in accoraAM&P Stabilizer Inst�Ilabon uideLo-"a N REACTIONS.(Ib/size) 3=72/0-1-8 (min.G-1-8),4=7/0-1-8 (min.0-1-8),5=354/0-&O (min.0-1-8) •••• fee* • • Max Horz5=73(LC 4) • • • • Max Uplif0--53(LC 6),4=24(LC 14),5=2115([-C 4) •••• 0000 ••••• Max Grav3=72(LC 1),4=213(LC 17),5=433(LC 14) •••••• 000 • 00000 • FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. Go**** •• •••••• TOP CHORD 1-7=284/594 •••••• • •• BOT CHORD 6-9---643/319,8-9=-643/319 • • • • WEBS 2-5=2621461,1-6=-89/278,6-7=7121367,1-8=398/797 • • • • •••••• NOTES- • ••• • �••••• 1)Wind:ASCE 7-10;Vult-175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;h=21ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS9(,9nveldQe)and C•e E ltcfior(2)zone!cantilev&left exposed;C-C for members and forces&MV,/FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• • 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 Ib uplift at joint 3,24 Ib uplift at joint 4 and 215 Ib uplift at joint 5. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 6)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmounc IraQhar.,?.E. Consulting Engineers 3901 S.W. 108 Air-. Miami,Florida 331/6 F Bone 305-253-2428 Fa::."C5-235-4z43 Florida Professional Engineering License No.36921 Special Inspector License i-!o.636 Job ---- - -iTuuss-— -- Truss Type --- -_------_ ---_---IQry I Ply (ADD:M/M FABIANO SILVEIRA (R.C.)- -- ---- i �9358 �J4C Jack-Open _ I I Job Reference olgonalL I DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04111,50:07 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-o45P9xS6TgOcpy2k6rOAhWpl N bvl5_VeowQOjjzU73E ---2-7-7 — 2-7-7 Scale=1:9.5 3.50 12 2 n r 1 T1 0 c 1 i B1 5 3 4 3x8 11 1-11-7_ -- 2-7-7 1-11-7 0O 8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(TL) -0.02 3-4 >999 240 BCLL 0.01 Rep Stress Inv B YES W0.00 Horz(TL) 0.01 2 n/a n1a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight 8 Ib FT=O% 0000 - LUMBER- BRACING- • • • • •••• • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applielt or 2-7-7 oc purlins, except end••vertic••a• ls. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 16.8-0 ocbracing. :00* • WEBS 2x4 SP No.2 MiTek recommends that StabilisetimlitArequired tress*racing be insita11•d••• Ting rin truss erection,in Stabilizer Instillationguide._ REACTIONS.(Ib/size) 4=133/0-7-0 (min.0-1-8),2=10010-1-8 (min.0-1-8),3=32/0-1-8 (min.0-1-8) •••••• Max Horz4=45(LC 4) 0009 •••• :9006:• Max Uplift4=37(LC 4),2=67(LC 4),3-1(!_C 4) • • 906060 Max Grav4=260(LC 12),2=100(LC 1),3=225(LC 13) •••• ••:••• •••••• ••• • ••••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • • • • •• •• •• •••••• • NOTES- •••••• • • 1)Wind:ASCE 7-10;VuIt=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Dpsf;h=21 ft;Cat.I%Exp C;End.,GCpi=0.18;MWFRS(er*eiTe)and i C Exterior(2)zon; foismembe and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••••• 2)Plates checked for a plus or minus 0 degree rotation about its center. • • • • • 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. • • • •••••• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 4,67 Ib uplift at joint 2 and 1 Ib uplift at jd1h?3. • •••• • • 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. •••• 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard i, ;Ij1p101n1G L*.-ti3Phar;,P.E. <'ollsuiting En;i^PPrs 13901 S.W. 108 Av- Miami,Florida 331 r6 Flione 305-253-2428 Fa;:3;,13-2354_-: Florida Professional Engineering License No.369'21, Special Inspector License i`o.636 Job Truss Truss Type i Qty 'Ply 'ADD:M/M FABIANO SILVEIRA (R.C.) 1 1935a J2 IJack-Open X17 I 1I I _j_ I _ ___Lob Referencq-Loptional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:05 2016 Peg I D:P R08euXtEyLLdjefy7t7oGzV3gv-dzekFRsxD8uZevM?Q_ic5kxuoEMd44M KdxwfrzU73G 2-0-7 f — 2-0-7 --- ---- —i Scale=1:6.8 2 3 i 3.50 12 I 7 i 1 0 T1 0 JW1 , u 9 a 10 2x4= 6 >< 3x6 II 54 1-4-01 4 7 2-0-7 1-4-0 0- -7 0-8-0 Plate Offsets(X,Y)—(5:0-3-4,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.00 5 >134 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(TL) -0.00 5 >93 240 BOLL 0.0 Rep Stress Incr YES WB 0.06 Horz(rL) 0.00 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:7I 6••fT 0% • • LUMBER- BRACING- • •• sees 0000 •• • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directl'11lplieE or 2-0-7 oc PAN!N! •• BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied oro.",irstyacing. 000* •••••• WEBS 2x4 SP No.2 MiTek recommends that Stabiliz�e?%nd required cross bracing be installed curio truss erection,in accoraance rntR Stabilizer Inst�laGon uide.• s REACTIONS.(Ib/size) 3=21501-8 (min.0-1-8),4=0/0-8-0 (min.0-1-8),5=0/G-8-0 (min.0.1-8) 0009 •s•• • • Max Horz3=759(LC 14),5=759(LC 14) • • • • Max Uplif13=160(LC 4) 0000 •••• 00:009 Max Grav3=296(LC 11) se•ss• •e• • •0.00 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 000000 •• sees:* s TOP CHORD 1-7=-130/299.2-7=-775f793,2-3=-816/812 • • 00.000 BOT CHORD 6-9=-292/130,8-9=-292/130,8-10--759/800,5-10=759/800 • • • • WEBS 2-5=-153/264 • • • • •••••• • • • • NOTES- • •s• •••••• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=21ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRSs(Shveldpe)and Cie"Aor(2)zone!canfilev&left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s s s 2)This truss is not designed to support a ceiling and is not intended for use where aesthefics are a consideration. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 3. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahmounc Zt ifaphari, P.E. Consulting Engin-em 13901 S.W. 108 All-. ivliami,Florida 331-/6 :lone 305-253-2428 Fa.%3C5-235-4i Florida Professional Engineering License No.36921 Special Inspector License 1,lo.636 Job Truss 'Truss Type IQty jPly 1ADD:M/MFABIANOSILVEIRA I II I ; 9358 J2A jJack-Open 4 1 _._.Lob Reference(2p tional DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:05 2016 Pag ID:PR08euXtEyLLdjefy7t7oGzV3gv-rizekFRsxD8uZevM?Q_ic5kxuoEtd44MKdxwfrzU73G 2-0-7 �- 2-0-7 —� Scale=1:6.8 2 3 3.50 12 7 1 0 T1 0 W1 n 0 B1 9 8 10 2x4= ><6 3x6 II 54 1-4-0114r7 2-0-7 1-4-0 0 -7 0-8-0 Plate Offsets 0007[5:0-3-4,0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.00 5 >120 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(TL) -0.00 5 >93 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:7 Ig•••IVrG=0% so LUMBER- BRACING- • • • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direcd/•appl*or 2-0.7 ocpfilfhS. • BOT CHORD 2x4 SP No.2 BOT CHORD Rigid direct) applied o racin • 9i 9 Y PP Gri44gF� 9• •••• so**** WEBS 2x4 SP No.2 MiTek;that StabjIij ijntrequired cros bracing be installed Burin truss erection,in accordance wi Stabilizer Ins Ilation guide. • REACTIONS.(Ib/size) 3=215/0-1-8 (min.0-1-8),4=0/0-8-0 (min.0-1-8),5--0/0-8-0 (min.0-1-8) •••• •••• • • Max Horz3=759(LC 14),5=759(LC 14) • • • • Max UplifCi=-213(LC4) •••• •••• ••••• Max Grav3=296(LC 11) •••••• ••• • ••e••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. ***see •• •••••• TOP CHORD 1-7=-144/299,2-7=-8611793,2-3=-906/812 •••••• • •• BOT CHORD 6-9=292/144,8-9=-292/144.8-10=-759/894,5-10=759/894 • • • • WEBS 2-5=168/264 • • • • so** ••••• NOTES- • • • o :Goes: 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.OpsF,BCDL=5.Opsf;h=21ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MMRS(%velope4A&j-t�xterior(21zone;calfitileve left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• • 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift atjoint 3. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 7)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Mahlnound L.,ir'aghar;,P.E. Consulting Engi^Pers 3901 S.W. 108 Av-. Miami,Florida 33 F/6 Fhone 305-253-2428 Fa;: Florida Professional Engineering License No.3692 i Special Inspector License T'o.636 jJob - Truss ITruss Type Qty Ply ADD:MIM FABIANO SILVEIRA (R.C.) 9358 V10 GABLE 1 1 !JobReference(o tional) ___ _ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:11 2016 Peg I D:PROSeuXtEyLLdjefy7t7oGzV3gv-gsKv?I VdW3v2HZMWLh56sMz_zCGk1 nQEiYOEsUzU73A ---— 3-5-8 9-6-0 - ---- 3 5-8 ------- 6-0-8 Scale=1:17.4 3.50 12 4x4= 1x4 II 2x4 II 2 3 4 5 T2 —� T1. �0 1 -� ST1 1 ----- 9 8 10 7 11 6 20; 1x4 II 1x4 II 2x4 II 8-10-0 _ 9-6-0 , 8-10-0 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(rL) 0.00 6 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix) Weight:29 lb FT=0% LUMBER- BRACING- • • 000000 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathingdirestl a fed or 6-0-0 oc•ur lens, ex y pp p kept end veAicals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 69M oc tracing. :Soo • WEBS 2x4 SP No.2 MiTek recommends that Stabiliaetaanl required�sebradng be in0t•Ile�•� OTHERS 2x4 SP No.2 during truss erection,in accordanc@with Stabilizer Installation guide. REACTIONS. All bearings 9-6-0. •0000• (lb)- Max Horz1=45(LC 4) •••• •••• • • Max Uplift All uplift 100 Ib or less at joint(s)1,6 except 8=161(LC 4),7=156(LC 5) 0*000• •0000• 0000* Max Grav All reactions 250 Ib or less at joint(s)1,6 except 8=395(LC 1),7=384(LC 1) • • 000000 000 • •000• FORCES. (lb)-Max.CompJMax.Ten.-A11 forces 250(lb)or less except when shown. •0 0 0 0 0 0•0 •••••• WEBS 3-8=3113/390,4-7=3117/386 •• ••000• • NOTES- • • • • ••0••• 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ:TCDL=5.Opsf,BCDL=5.Opsf;h=21 ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope)and CI zon%C-C for membe and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 0 • 0 0 0 0 0 0 0 2)Provide adequate drainage to prevent water ponding. 0• 0 •••0 • • 3)Plates checked for a plus or minus 0 degree rotation about its center. • • • 4)Gable requires continuous bottom chord bearing. 0• 0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6 except 6t7-1b)8=161,7=156. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Consulting Engi^-,er3 .3901 S.W. 103 Av-. ;✓tial ii,Florida 33116 F;lone 305-253-2428 Fa;.'.C-�)-235-4z-:3 Florida Professional Engineering License No.3692: Special Inspector License o.616 Job Truss Truss Type Qty Ply ADD:M!M FABIANO SILVEIRA (R.CJ 9358 V8 Valley 11 I 1 L_ i Job Reference(optional) _ DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:112016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-gsKv?I VdW3v2HZM WLh56sMzzlCG01 nJ EiYO EsUzU73A — 3-5-8 -- 7-6-0 --- 3-5-8 _( 4-0-8 Scale=1:13.9 4x4= 3.50 12 2x4 11 2 3 4 T2 T1 ST1 1 1 B1 7 6 8 5 2x4 5:� 1x4 11 2x4 11 6-10-0 7-6-0 ~ _6-10-0 �- 0-8 0 Plate Offsets(X,Y)-[2:0.2-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:22 Ib0•ORIF=0% • • 0000 •••••� LUMBER- BRACING • • • 0 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyopplied or 6-0-0 oc ptail•, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 12-0-2 oc bracing. • • WEBS 2x4 SP No.2 MiTek recommends that Stabilizersrend required cross bracing be installed ~ OTHERS 2x4 SP No.2 during truss erection,in accol"dAr"AA Stabilizer Installation guide! • (— REACTIONS.(Ib/size) 1=122(7-6-0 (min.0-1-8),5=192f7-6-0 (min.0-1-8),6=385f7-6-0 (min.0-1-8) 0.0 0 0 0 •0.0 0 0 • • Max Horz 1=45(LC 4) 0000 0000 0000• Max Upliftl=44(LC 6),5=78(1-C 5),6=156(LC 4) • Max Grav1=254(LC 13),5=286(LC 15),6=385(LC 1) *0:00: 000 • 00:0• 00 •0 •• 000.00 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • WEBS 3-6=-307/428 :00:0: 0 0 0 • • 0 0•0000 NOTES- 000000 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf.h=21ft;Cat.Il;Exp C;End.,GCpi=0.18;MWF CS(e%valspe)and C-C Exterior(2)zona-J lob Tembe and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 00 0 0000 0 0 2)Provide adequate drainage to prevent water ponding. 0 • 0 3)Plates checked for a plus or minus 0 degree rotation about its center. •• • 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 1,78 Ib uplift at joint 5 and 156 Ib uplift at joint 6. 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all pane)points along the Bottom Chord, nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard MahmOl.tnc: ctiaehar.,i?.E. Consulting Enginpm 13901 S.W. 108 A"-/a. Miami,Florida 331/6 Fitone 305-253-2428 Fa;'.,�5-235-4L Florida Professional Engineering License No.36921 Special Inspector License 636 Job (Trussis Type IQty IPly �ADD:M/MMFABIANOSILVEIRA (R.C.) I I '9358 V6 Valley 1 1 �� I I I Job Reference(optional) DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 04 11:50:10 2016 Peg I D:PR08euXtEyLLdjefy7t7oGzV3gv-CfmXnzU?mlmBgQnJ nzatJ8RpM px9l KB5UuegK2zU73B 3-5-8 4-0-0 4-6-8 5-6-0 F- — 3.5.8- --- 0-6-8 -f0-6-8 -I —0-11-8 Scale=1:10.4 3x4= 3x4= 1x4 II 3.50 12 2 3 4 5 IT[-- 3x6 11 i T3 N y� 1 !� N / a0 O B1 8 7 9 6 2x4; 1x4 II 4-0-0 4-10-0 5-6-0 j 4-0-0 _ 0-10-0 Plate Offsets(X Y)-[2:0.2-0 0.2-15],[4:0-2-0,0-2-15],(5:Edge,0-3-8] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina B YES W 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FRC201 O/TPI2007 (Matrix) Weight:16 Ib••aW=0% - -- —a---•------------ LUMBER- BRACING- • • 0000 •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directir applied or 5-6.0 oc pwiial except end vvUcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or:00 occ bracing. • • WEBS 2x4 SP No.2 MiTek recommends that Stabilizersrend required cross bracing be installed • during truss erection,in accoRl&*^VIt%Stabilizer Inst@llation guideA •_ REACTIONS.(Ib/size) 1=138/5-6-0 (min.0-1-8),6=18/5-6-0 (min.0-1-8),7=320/5-&0 (min.0-1-8) •••• go** e•••s: Max Horz1=36(LC 6) • • • • Max Uplift!=53(LC 4),6=66(LC 15),7=121(LC 4) 0000 •••• *0:000 Max Grav1=262(LC 17),6=206(LC 19),7=354(LC 15) **:so: ••• • ••••• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •• •• •• •••••• WEBS 3-7=265/381 • NOTES- • • • • •••••• 1)Unbalanced roof live loads have been considered for this design. •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-,h=21ft,Cat.II;Exp C;End.,GCpi=0.18;MWFQS(egyelgpe)and C-C Exterior(2)zon4r g 19r lembe and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• • 0000 • • 3)Provide adequate drainage to prevent water ponding. *..a • 4)Plates checked for a plus or minus 0 degree rotation about its center. • 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 Ib uplift atjoint 1,66 Ib uplift at joint 6 and 121 Ib uplift at joint 7. 7)This truss has been designed for a moving concentrated load of 200.0Ib dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard i'✓Aricllnc tiaQhari,;.E. C°or:sul>+t)g T;ngi^.Pers 3901 S.W. 108 Ak,- Aami,Florida 331/6 f-jone 305-253-2428 Fa;:_'�5-235-4z, Florida Professional Engineering License No.3692; Special Inspector License I.;�,.CIA --- - --- -- --- — ---- I -- Job Truss Truss Type iOty Iply ADD:MlMFABIANOSILVEIRA (R.C.) 19358 I V4 Valley ------ I J_ I Job Reference(optiona0 DECO TRUSS COMPANY INC.,Princeton,FL 33032,MARIO ESPINEIRA Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 2015 MiTek Industries,Inc. Mon Apr 0411:50:10 2016 Pag I D:PROBeuXtEyLLdjefy7t7oGzV3gv-CfmXnzU?mlm BgQnJnzatJ8RpGp?ZI LESU uegK2zU73B 2-0-0 —----— 3-6-0 - —- 200 N4= - 160 Scale=1:6.6 2 3.50 Fiff 3 1 T1 T2 ZENKEK —__ 2-10-0 3-6-0 2-10-0 0-8-0 Plate Offsets(X,Y)-[2:0.2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) Ma n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix) Weight:5 Ib•••pr=0% LUMBER- BRACING- • • •••• •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc*mina •• BOT CHORD Rigid ceiling directly applied. 1 • • ••• -11.1)- -�LL•J-• MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accoffi& 11111 Stabilizer InAllation guide} • REACTIONS. Ib/size 1=122/3-6-0 min.0-7-0),3=12213-6-0 (min.0-7-0) 0000 0000 0 rr••• Max Horz1=13(LC 6) • • • • Max Upliftl=67(LC 4),3=65(LC 5) *000 •••• ••••• •••••• ••• • ••••• FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • • • • ::0::. • •• •• •••••• NOTES- • 1)Unbalanced roof live loads have been considered for this design. • • • • 2)Wind:ASCE 7-10;Vint=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;h=21ft;Cat 11;Exp C;Enc.,GCpi=0.18;MWFRS(envelope)and a-C Ext@rior(2)zonsfls b•iaembe and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••••• 3)Plates checked for a plus or minus 0 degree rotation about its center. • • • :0066: 4)Gable requires continuous bottom chord bearing. •• • 0000 • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 1 and 65 Ib uplift at joint 3. • • • 6)This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord,nonconcurrent with any other live loads. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard M*Mound, •.ifag�ari, •E Consulting Engi^.oers ;3901 S.W. 108 All' Miami,Florida 33116 rt15-235-4z,-*, F,tene 345-253-2428 Fa;: Florida Professional Engineering License No.36921 Special Inspector License `'' 636 STANDARD LATERAL WEB BRACING TRUSSES ® 24" 2x4 LATERAL BRACE O.C. TYP. PER TRUSS DESIGN WITH 2-10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X—BRACING AT 20'-0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10'-0" FOR FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. SHALL BE CONNECTED A FIXED LATERAL BRACING DETAIL- ALT. E TA I L RIGID POINT OR X-BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL •::::• .,,,,, •• • ..so • 1Qd•®•6" ••i• ••• •00 AG�IYP ,"r tk4CE S,6*%V tra • TRUSSES ® 24" O.C. TYP. 1kMU0GRADE AGSOWEB. **:see ••••00 ••• • 00000 •• •• •• 00.0.0 ;;00x6 MAX.)0 ,• �T— BRACE WITH 0 i • • 0000 • 10d NAILS ® 6" •..... °.°. TYP. WEB SECTION* `D E i•,c l L NOTE: .BRACE MUST BE 80% THE LEHGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI-2007 00 Mohmoud Zolfoghori T.0......SEE STRUCTURAL SHEET. 13901 S.W. 108 Ave. Revised: Miami, FL. 33176 B.0......SEE STRUCTURAL SHEET. 7/7/94 305-253-2428 WEBS...SEE STRUCTURAL SHEET. 03/2012 P.E. No. 36921 LOADINGPLF INLL. � STR. CR.: 337 T.C. 30 � DRAWN BY: G.L.H. CHECKED BY: J.A.I. a B.C. 0 10 REP. STRESS: YES SPACING: 24 INCH 0/C_ MITek Industries Inc. Approved for MITek Industries Inc. 009 STANDARD ROOF VALLEY DETAIL SUPPORTING VALLEY VALLEY TRUSSES TRUSSES AREA SEE NOTE (o). STRAP @ 48" O.C. SEE NOTE (c) BELOW. 3x5 SUPPORTING TRUSSES @ 2'-0" O.C. MAX. NOTES: (a) Provide continuous bracing on verticals over 6'-3". Connect bracing to verticals w/2-8d nails and bracing must be tied to a fixed point at each end. PARTIAL ROOF- LAYOUT (b) Max. spacing for verticols studs =8'-0". w On trusses with spons•ove.r 24'—Oa.tie 0000 0:000 verticals should be spdq.P.d at 6'—(�;'••q.c.. moxa• (c) Conn. for wind uplift 1 11; , 16 gR...; twist strop at 4'-0" int�•rw is w/4 40d nods each side of strap. •••• •••• :0000 Max. 175 mph wind spc�t?•2wa 0'-0?'•pox. 110000 height. (ASCE 7-10). 000..0 .. .. .. 0600. 0000.. 0 . 0000. VALLEY TRUSSES AT 0.000 • 12 .0000 .. . 0000 . PITCH 2'-0' O.C. MAX. . . .6 . Note: Plywood sheathing may be extended below volley trusses. Provide opening for straps to connect to trusses below. SUPPORTING TRUSS 6" WEDGE NAILED TO TRUSS W/2-8d TOE NAILS OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. MINIMUM GRADE OF LUMBER Mahmoud Zolfaahori 13901 S.W. 108 Ave. REFER TO ENGINEERING FBC-2010 Mi S i, FL. 33176 30. 253-2428 SHEETS. DECO TRUSS COMPANY P.E. No. 36921 13980 S.W. 252 ST. LOADING (PLF) STIR. INCR.: 33% PRINCETON, FL. 33032 L. D. DRAWN BY: T.C. 30 15 CHECKED BY: B.C. 0 1C REP. STRESS: YES SPACING: 24 INCH O/C- E IR C ' 7 TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257-1911 HIP /JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5'-0"AND T-0"SETBACK,USE USP HJC26 UNIVERSAL HIP HANGER,ON BOTTOM CHORD.TOP CHORDS NAIL WITH THREE(3)—16D NAILS AND USE USP RT8A(LJR)HURRICANE CLIP FOR HIP CORNER JACK 9'-0"AND 11'-0" SETBACK,USE USP HJC28 UNIVERSAL HIP HANGER ON BOTTOM CHORD.TOP CHORDS NAIL WITH THREE(3)—16D NAILS AND USE USP RT8A(UR)HURRICANE CLIP 2. FOR 1'-0"TO 9'-0"SIDE JACKS,NAIL TOP &BOTTOM CHORD WITH THREE ..66 (3)—16D NAILS AND USE USP RT8A(UR)HURRICANE CLIP AT TQP & •.•..• Soo*:* , .. 4444 BOTTOM. 0 : 409.66 99406 4444.. 3. FOR COMMON JACKS 5'-0"TO T-0",USE USP JUS26 HANGER!"IVBOTTOM CHORD AND NAIL TOP CHORD WITH THREE(3)— 16D NAILS 4n.."USE ;• ����0• RT8A(L/R)HURRICANE CLIP AT TOP ' 4444.. ... a 4444. .. .. .. .96.4. 4. FOR COMMON JACKS 9'-0"TO I F-0",USE USP THD 26 HANGI;K•f)v BOTTOM •, CHORD AND NAIL TOP CHORD WITH THREE(3)— 16D NAILS AND USE V&12% . RT8A(UR)HURRICANE CLIP AT TOP 0 � • . 4444.. .. 4444 NOTE: Refer to attached Miami-Dade County Product and/or Florida Approvals for nailing and proper use of hanLers. Hanger/Strap State of Florida or Miami-Dade County I.D. Number Approval Number HJC26 & HJC28 Miami-Dade Approval Number 11-0510.01 SKH26 UR Miami-Dade Approval Number 11-0510.01 RT8A—Hurricane Clips Florida Approval Number FL17236.11 JUS 26 Florida Approval Number FL17232.13 Hip/Jack - series lip 1.00 HHC — Designed to support 1 ply hip and jack truss/rafters. Contact USP when using multi-ply applications. HJHC—Allows for hip/hip support and hip/jack/hip installations. i {` HJC & HTHJ— Used to simultaneously hang a combination of hips and jacks off ti•', 1•.) girder trusses. These hangers fit both left-hand and right-hand applications. =.l An open back design allows for retrofit installations. p 9 i 1 Materials: HHC, HJC,& HJHC— 12 gauge; HTHJ—18 gauge ® Finish: G90 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators. U Installation: Typical HJC/HTHJ •Use all specified fasteners.See Product Notes, page 10. installation N I U X45° 450 450450 ® 45°fir 450 Typical HJC/HTHJ Typical HHC Typical HJHC _ installation top view installation top view installation top view I I f I• I • • •••!. '! •• Hj 1 ! I Hi �' • • • I IH _ I'. k •• •- 666,6 3Iy t • 60.066, Goes e / il•• • • 6„\y3 U4” 14„ 101/2,\ —t`31/4„ 5 7/8,;\ ,' 5'•••• • HJC HHC HJHC 6G6e•6 %fT#J1e 6666 Fastener Schedule 3,4 Factored Resit wcel• • *00040 Carrying Member Carried Member DF-L(Lbs) DF-L(l •ZQ-G G• S-P-F Ill • USP Steel H per Hip I per Jack Vertica Uplift'Vertical Uplift'Ver;ca LIl Ver ' • 0•0• 6 Description Stock No. Ref.No. Gauge (in) Oty Type Qty T Type 100% 115% 100% 115% 1 / 11!°/110M •••LTHJA26,I 1 • •Ii •• • • • 2.6 right/left HJC26 THJA26, { 12 5-3/8 16 l 16d 5 10d 7 10d ! 5740 3070 l 25.53 13.66 4075! 2180 18.13 i�i*17� THJU26 ((( I 1 2 x 8 right/left) HJC28 - 12 7-1/81 20 16d 1 6 1 10d 8 10d 5740 1 3070,25.53 13.66 s 4075 1 2180 1 18.131 9.70 2 x 6 terminal HHC26 THJA26 12 5-7/16 20 16d 5 10d -- --- 4235 2075 18.84 9.23 3660 1810 16.28 8.05 2 x 8 terminal HHC28 1 12 7-3116 24 16d 6 10d -- -- 5085 2490 22.62 11.081 4390 2175 19.53 9.68 2x6terminal HJHC26 12 5-7/16 20 7d 5 10d 2 10d 4235 2075 18.84 9.23 3660 1810 16.28 8.05 2 x 8 terminal HJHC28 12 7-3/16- 24 16d 1 6 10d 2 10d 5085 2490 22.62 11.081 4390 2175 19.53 9.68 2 x 6 terminal I HTHJ26-18 18 1 5 ; 16 16d - 7 t6d 5 16d 1 4375 1 1125 19.46 5.00 3105 I 800 i 13.81 1 3.56 1)Factored uplift resistances have been increased 15%for short-term loads such as wind and earthquake:reduce for other load durations in accordance with the code. 2)Loadinq published for total load of hip/jack connection. 3)Minimum nail embedment shall be 8 nail diameters ltyo). 4)NAILS:10d nails are 0.148"dia.x 3'lonq.16d nails are 0.162"dia.x 3-1/2"long. HJC Specialty Options Chart s' Option Hip Truss Skew w Specify angle \� Range 30-to 60' cmax)FactJ Resistance 100%of table value _-Ill Add SK,angle of hip Ordering required,to product number. Varieti 3 1/4- Ex.HJC26-SK55 8"max.width�y Typical HJC(skewed) installation HJC(skewed) with alternate skew angle top view 1-800-328-5934•www.USPconnectors.com USP2240-131 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... HJC HIPIJACK ALLOWABLE LOADS STOCK STEEL DIMENSIONS(inches) FASTENER SCHEDULE' SP ALLOWABLE LLOWAE LOAD(lbs) • Carried Trusses • • • • • • • NUMBER GAGE W H D Carrying Truss Jack Hip • • 09wad2 I 10wo �'::•- Qty Type Qty Qty TyM • *'=1.091 0b=44.16 Co='1925 M; %1.6 HJC26 12 6 -51/j, 3'/4 16 16d Common 7 5 10d Com on 090 2090 20 2005 HJC28 12 6 7'/ 3'14 20 16d Common a 6 10d Common 3220 3705 3985 2010 ' FOR SI: 1 inch=25.4 mm,1 Ibf=4-45 N,1 psi=6.89 kPa 'A 10d Common Nail is a nail with a diameter of 0.148"and length of 3"• •• •• • • • • •• •• ? Y'' A 16d Common Nail is a nail with a diameter of 0.162"and a length of 3!_'. • • • • • • • • y: l _ e° 1� Loads have been increased as shoin accordance with code. •• • • wn �• •• �, ••• •• 15%and 25%for snow and construction loads. No further increase is permitted. 60%for wind or seismic loading, No further increase is permitted. H t 3The lumber species is Southam Pine `fie published load is for the total of the hip at 45 degrees and jack at 90 degrees combined. 9 s/he minimum header thickness shall be 2 inches for the 16d common nails. W \ �D JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS HJC TYPICAL HJC INSTALLATION STOCDIMENSIONS(inches) FASTENER SCHEDULE'Z SP ALLOWABLE LOADS(IbS.)4 NUMBER GAGE W H D STEEL Header Joist Downloads Uplift 3,S A Qty Type Qty Type Co■1.0 C0=1.15 Co=1.25 Co=1.6 JUS24 18 19/16 3'/6 13/4 1 4 10d Common 2 10d Common 710 815 890 NIA JUS26 18 19116 4'3/,s 13/4 1 4 10d Common 4 10d Common 925 1065 1080 1040 JUS28 18 191% els 13/4 1 6 10d Common 4 10d Common 1170 1350 1465 1160 JU8210 1 18 191 73/4 13/4 1 8 10d Common 4 10d Common 1420 1635 1700 1115 PRO�T�Wrrj For SI: 1 inch=25.4 mm,1 Ibf=4-5 N,1 psi=6.89 kPa as 001*J*Mrj&the Fbxift ''A 10d Common nails is 3 inches long and 0.148 inches in diameter &Itimin8& I^ a.A The 10d Common Nails nails driven into the joist shall be installed at 30 to 45 decrees horizontally toward the header. AompUn �/� 3Loads have been increased as shown in accordance with code. 15%and 25%for snow and construction loads. No further increase is permitted. 60%for wind or seismic loading. No further increase is permitted. BY`The lumberspecies is Southem Pine :':' PrOdI1CiCOfiO� sUplift loads for connectors listed as N/A had an uplift capacity less than the required 700 pounds. 4 3S J UNITED STEEL PRODUCTS COMPANY 14305 SOUTHCROSS DRIVE-SUITE 200 BURNSVILLE,MN 55306 PH:800-32e5934 I NAME: FACE MOUNT HANGERS HJC JUS r DATE: STEVEN A.BREKKE 3/28/2011 PROFESSIONAL ENGINEER ---� �W `\�D� -1\ = LICENSE NO.70432 SHEET: DRAWING NO.: SLANT NAIL DETAIL TYPICAL JUS INSTALLATION JUS 1 of 2 MD-HJC-JUS "o US SKEWED 4 SKH — Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger modification. SKHH—For heavier applications. Materials: 14 or 16 gauge I_ Finish: G90 galvanizing; SKH26UR-GC&SKH210L/R-GC—Gold Coat Options: SKH26L/R, SKH28L/R, SKH210L/R, SKH210L/R-2, SKHH210UR-2, i SKHH210L/R-21F, SKHH410L/R, SKHH410L/RIF, SKHH414L/RIF, 1.-- SKHH46L/R& SKHH46L/RIF are available in Triple Zinc.To order, , add TZ to stock number, as in SKH26L-TZ. �= SKH26UR&SKH210L/R are available in Stainless Steel.To order, add SS to stock number, as in SKH26L-SS. SKH26R o Codes: ESR-3446, FL13285, LA City RR 25971 Right skew s Installation: N • Use all specified fasteners. See Product Notes, page 11. w • The hangers listed are for standard sizes and will accommodate a 40° to 50° skew range. • Most sizes do not require a miter cut for installation. Refer to chart footnote _ =r:�--;_ identified with an asterisk. • Illustrations show left and right skews.(SKH_L=skewed left;SKH_R=skewed right) i 1 1• o • For I-Joist installations,web stiffeners are required. • Refer to illustration for staggered I-Joist application for double 2-, 25/16 and 21/2" - models. SKH26L • For double I-Joist installations,web stiffeners between I-Joists are required. Left skew f .._....... .. ---- -- t AVAILABLE IN Right skew Left skew COAT \ / Drive nails at angle � ••• •••• ••••�• Dimensions(in) Fastener Schedulez' Allowable Lostls Lbs.) • Header Joist DF-L I SP S-P-F • •• • USP Steel A45 ilEl Roof • r ' code ••••• Beam 1 Joist Size Stock No. Ref.No. Gau W H D Qt Type Type 15%125° 1 0°h ef.9e Y YP QtY YP ••••• 2 x 4 SKH24UR SURIL24 16 1 1-9/16 1 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 510 510 510 565 475 510 510 4b�J • • •••••• SKH26UR SUR/L26 6 16d 6 10d x 1-112 • 2x6-8 SKH26L/R-GC 16 1-9116 51/4 1-718 6 N16C-GC 6 N10-GC 830 890 890 1�S 7�y 620 890 96Q •• 2 x 8-10-12 SKH28L/R 16 1-9/16 7-1/4 1-7/8 10 16d 8 10d x 1.112 1380 1465 1465 1360 1190 370 1485 1170 0••••• SUR/L210, • • • • • SKH210UR 14 16d 10 tOdx 1-1/2 •••••• 2x 10-12-14 SUR/L214 16 1-9116 9-114 1-718 1790 1790 1790 1365 1565 790 1790 1345 SKH210UR-GC 14 N16C-GC 10 N10-GC 1 • • • 1314x9-114-14 SKH1720L/R SUR/L1.8119 16 1-13/16 9-1/8 1-7/8 14 10d 10 10dx1-112 1625 1870 2030 1565 1400 1610 1750 1245 • 1-314x11-1/4-18 SKH1724UR SUR/L1.81111, 16 1-13116 11-1/8 1-7/8 16 10d 10 10dx1-112 1855 2135 2320 1565 1600 1840 2000 1345 SUR/1-1.81114 2-2-1/8 x 9-1/4-14 SKH2O2OUR SURIL2.0619, 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 1345 SUR/L2.1/9 2-2-118x11-1/4-18 SKH2O24LIR SUR11-2.06111, 16 2-1/8 11 1-718 16 10d 10 10dx1-1/2 1855 2135 2320 1565 1600 1840 2000 1345 6' SUR/L2.1111 F30, 2-1/4-2-5116x SKH2320UR SUR/L2.3719 16 2-3/8 8-7/8 1-7/8 14 10d 10 10dx 1-1/2 1625 1870 2030 1565 1400 1610 1750 1345 R11 9-1/4.14 2-114-2.5/16 x SKH2324UR SURIL2.37/11, 16 2-318 10-7/8 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000 1345 11-1/4-18 SUR/L2.37/14 3x6-8 SKH36UR 16 2-9/16 4-314 1-3/8 6 16d 6 10dx1-1/2 830 950 1025 1085 715 820 895 960 3x 8-10-12 SKH38L/R 16 2-9/16 6-3/4 1-318 10 16d 8 10d x 1-1/2 1380 1585 1585 1360 1190 1370 1490 1170 3x 10-12-14 SKH310UR — 16 2-9116 8-3/4 1-3/8 14 16d 10 10d x 1-1/2 1930 2220 2250 1565 1665 1915 2085 1345 3x12-14.16 SKH312UR -- 16 2-9116 10-314 1-318 1 16 16d 10 10dx1-1/2 2210 2500 2500 1565 1905 2190 2380 1345 2-1/2 x 9-1/4-14 SKH2520UR SUR/L2.5619 16 U 2-9116 8-518 1-716 1 14 10d 10 10d x 1-1/2 1625 1870 2030 1565 1400 1610 1750 1345 2-1/2 x 11-1/4-16 SKH2524UR SUR/L2.56/11, 16 2-9116 10-3/4 1.7/8 16 10d 10 10d x 1-112 1855 2135 2320 1565 1600 1840 2000 1345 SURIL2.56/14 2-518 x 9-1/4-14 SKH2620L/R 16 2-11116 8-11/16 1-718 14 10d 10 tOd x 1-112 1625 1870 2030 1565 1400 1610 1750 1345 2-518 x 11-114-16 SKH2624L/R 16 2-11/16 10-11116 1-7/8 16 10d 10 10d x 1-1/2 1855 2135 2320 1565 1600 1840 2000,1345 1)Uplift loads have been increased 60%for wind and seismic loads;no further increase shall be permitted. 2)Minimum nail embedment shall be 1-112"for 10d nails and 1-518-for 16d and N16C-GC nails. 3)NAILS:10d x 1-1/2 and N10-GC nails are 0.148-dia.x 1-1/2-long,10d nails are 0.148-dia.x 3-lonq,16d and N16C-GC nails are 0.162-dia.x 3-1/2"lonq. New products or updated product information are designated in red font. Continued on next page ! ; 1-800-328-5934•www.USPconnectors.com SKEWED 450 HANGERS SKH & SKHH SERIES CONTINUED ►USP )f Z-:R= ® SKH210L SKHH210L Typical SKH26L Typical SKH2520R-2 • u installation staggered I-Joist installation Left skew Right skew C 0 U H v I I H J o D v °( SKH21OR SKHH21OL-2 SKH2520R-2 Dimensions(in) Fastener Schedule"' Allowable Loads(Lbs.) Header Joist DF-L 1 SP I S-P-F USP steelFloorl Roof Uplift'Floor Roof Uplift' Code Seam I Joist Size Stock No. Ref.No. Gauge IN H D Qty Type Qty Type 100%111 5'/.125°/. 16094 1 V/61 115'/.1125%1160% Ref. 2 2 x 6-8 f SKH26L/R-2' I SURIL26-2 16 3-1116 4-112 1-3/8 6 16d 1 6 10d 1 8301 950 035111151 7151 826 i 496) 960 I 6, 2 2 x 8-10-12 SKH28LIR-2' -- 16 3 1116 6 112 1-318 10 16d1 8 1 10d 1380 1585 7251 1.160 1190 tU il 1170 F3p6 ••• 2 2 x 10-12-14 SKH210UR-2` SURIL210 2 16 31/16{ 8112 1-3/8 14 16d 10 10d 1930 2220 415 1586*1665 1915 2085 1345 R11 • 2)2 x 12-14-16 SKH212LIR-2` SURIL2142 16 3 1/16 10 112 1-3/8 16 16d 10 10d 2210 2540 2 1 1905 2190 T3 0,`1345 130 •• 312x B-14 SKH410UR' SURIL410 14 3-9/16 B-1/2 2-1/2 16 16d 10 16d 2255 2540.284E AM 1935 ;Vt,A2011345 • •••• 3-1/2x 12-18 1 SKH414L/R' SUR/L414 14 3-9/16 12-112 2-1/2 22 16d 10 16d 3100 3565.31i%jlel 6i 2660 3060 3630 1345 • • 4x6-8 SKH46L/R` SURIL46 14 3-9/16 4-3/4 2-112 10 16d 6 16d 1410 1590 1 1 55 E 1210 13 1160 •••••• 4 x 10-12-14 SKH410L/R' 1 SURA-410 14 3-9/16 8-112 2-1/2 16 16d 10 16d 2255 2540 425401 15661 1935 2225 2420.1345 •as** 4x 14-16-18 ! SKH414L/R' 1 SURIL414 ) 14 3-9116 12-1/2 2-1/2 22 16d 10 16d 3100 3565 3 1 5 2660 30601 3330 1345 • • (2)2-2-1/8 x HSUR4.12/9,/L • • ••_ *6***••• 9-114-14 SKH2020LIR-2' H UR/L4.2819 14 43/16 9 1/4 3 112 14 10d 10 10d 1665 1915•20•8lI•�•906 1440 1660 te00 1645 assess HSUR1L4.12111, • 2 2-2-1/8x ••••••• • • () I SKH2024LIR-2' HSURIL4.12/14, 14 4-3/16 11-1/4 3-1/2 16 10d 10 10d 1905L1915 0 1380•1902] 1650 1895 2% 1645 6' 0000 11-1/4-18 HSURIL4.12116, ••bass F3b, HSUR/L4.28/11 j • • • 1 RIM • 2 2-5116 x 9-114-14 SKH2320LIR-2` HSURIL4.75/9 14 4-7/8 9-1/4 3-1/2 14 10d ( 10 10d 1665 S, 901 144011661 1" 1645 •0 0 (2)2-5/16 xI HSUR/L4.75/11, ) i •• • • 11-1/4-18 SKH2324LUR-2` HSUR/L4.75114, 14 4-7/8 11-114 312 16 10d 10 10d 1905 2192380 1905 1650 1895 2060}1645 HSUR/L4.75/16 0 (2 2-1/2x9-114-14 SKH2520UR-2' 1 HSUR/L5.12/9 14 5-1/8 9-1/4 3-112 14 10d f 10 10d 1665 1915x2085 1905 1440 1660 1805 1645 HSUR/L5.12111, (2)2-1/2 x 11-1/4-16{ SKH2524L/R-2' HSUR/L5.12/14, 14 5-1/8 ! 11-1/4 3-12 16 10d 10 10d 1905 2190 2380 1905 1650 1895 i 2060 1645 I HSURIL5.12/16 2x6-8 SKHH26LJR -- 14 1-5/8 5-1/8 3-1/4 181 16d 12 10dx1-1/2 1510 1740 18901 2190 1305 1505'1635'1900 2 x 8-10-12 j SKHH28UR --- 14 1-5/8 7 3-1/4 26 16d 16 10d x 1-1/2 2185 2510,2730 2920 1890 2170 2360 2535 _200-12-14 ! SKHH210L/R -- 14 1-58 ! 9 4-114 34 16d 20 10d x 1-12 2855 3285 3570 3650 2470 2840`3085 3170 (2)2 x 6-8 !r SKHH26UR-2 HSUR/L26-2 14 31/16 51/4 2 12 16d 4 16d x 2-1/2 1680 1930 2100 895 1450 1670 1815 775 r SKHH26UR-21F HSUR/LC26-2 14 3-1/16 5-1/4 2 12 16d 4 1 16d x 2-112 1680 1930 2100 895 1450 1670 1815 775 HSURA-210-2, (2)2 x 10-12.14 SKHH210L/R-2 HSUR/L214-2 14 31/16 8-12 2 20 16d 6 16d x 2-1/2 2800 3220 3500 1345 2420 2785 3025 1160 SKHH210LIR-21F HSUR/LC210-2 14 31/16 8-1/2 2 20 16d 6 16dx2-112 2800 3220 3500 1345 242012785' 3025 1160 130 4x6-8 SKHH46lIR HSURll46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d 1680 1930 2100 1345 1450 1670 1815 1160 1 SKHH46URIF HSUR/LC46 14 39/16 5-114 2-12 12 16d 6 16d 1680 1930 21001 1345 j 1450 1670 18151 1160 4x 10.12-14 SKHH410LIR HSUR/L410 14 39/16 8-1/2 2-12 20 16d 10 16d 2800 3220 35001 2240 2420 2785 30251 1935 SKHH410LIRIF HSUR/LC410 [ 14 39/16 B-112 2-12 l 20 16d 10 1 16d 1 2800 3220 3500 2240 t 2420 2785 3025 1935 404-16-18 SKHH414L/R HSUR/1_414 f 14 39/16 12-12 2-1/2 26 16d 10 1 16d i 3640 4185 45501 2240 3145 3620 3935 x 1935 SKHH414URIF HSURILC414 14 1 39/16 12-112 2-1/2 26 16d 10 1 16d 1 364014185,45501 2240 314513620 3935 1935 1)Uplift loads have been increased 60%for wind and seismic bads;no further increase shall be permitted. 2)Minimum nail embedment shall be 1-112-for 10d nails and 1-5/8-for 16d nails. 3)NAILS:10d nails are 0.148'dia.x 3-long,16d nails are 0.162 dia.x 3112-long,16d x 2-1/2 nails 0.162'dia.x 2-1/2-long. "Miter cut required on end of joist to achieve design loads. New products or updated product information are designated in red font. 1-800-328-5934•www.USPconnectors.com 1 • USP2241-131 .. .. . . . .. .. . . . . . . . . • . . SKH SKEWED HANGER ALLOWABLE LOADS DIMENSIONS inches FASTENER SCHEDULE' SPALWWA6b00LOADS lbs 3 •• STOCK STEEL Header Joist • • • • NUMBER GAGE W H D • • • • �edoad0 • • Ur11k2 Face Type Qty Type•• �p 101.0 D%I- Co=1.25 CDF 16 SKH261JR 1s 1s/ 5'/ 1'/ 6 1 16d Common 1 6 10&1-112 8 1 1030 1120 870 For SI:1 Inch=25.4 mm,1 psi=6.89 kPa,1 Ibf=4.45 Nom, ° o 'A 10dxl-1/2"Common nails is 110/3 inches long and 0.148 Inches in diameter •• • • • •• ••• •• _ The 16d Common nail is 0.162 inches in diameter by 31/2 inches long. o •• 0 ,• • 0 • •• .' .. a r 3Loads have been increased as shown in accordance with code. • • • •• • • "~$ 15%and 25%for snow and construction loads. No further increase is permitted. •• �•• ; • • H 60%for wind or seismic loading. No further increase is permitted. 37he lumber species is Southern Pine ! ;o • 1 1 SKH26R INSTALLATION i D DRIVE NAILS AT ANGLE W SKH26R INSTALLATION JL JOIST HANGER ALLOWABLE LOADS SKH TOP VIEW STOCK STEEL DIMENSIONS(inches) FASTENER SCHEDULE' ALLOWABLE LOADS(Ibs)3 NUMBER GAGE Header Joist Download 3 Uplift'` W H D Qty Type Qty Type Co=1.0 CD=1.15 CD=1.25 CD=1.6 J1-24 20 19/ 3 111 4 10d Common 2 10dx11/ 490 565 615 WA JL26 20 19/ 4/ 1'/ 6 10d Common 4 10dxl'/ 740 850 925 700 JL28 20 18! 6'/ 1'/ 1210d Common 6 10dx1'/ 1230 1415 1515 940 FACIOUCt RENMW JL210 20 1s! 8'! 1'/ 14 10d Common 8 10dxl'/ 1720 1980 2070 1170 Ai 1W&*t FdI* For SI: 1 inch=25.4 mm,1 Ibf=4.45 N,1 psi=6.89 kPa. Acompluim No 'A 10d Common nail is 3 inches long and 0.148 inches in diameter A 10dxl'/2 nail is 11/2 inches long and 0.148 inches in diameter 2Loads have been increased as shown in accordance with code. 15%and 25%for snow and construction loads. No further increase is permitted, f9 I 60%for wind or seismic loading. No further increase is permitted. 'The lumber species is Southern Pine a °Uplift loads for connectors listed as NIA had an uplift capacity less than the required 700 pounds. p 0 a UNITED STEEL PRODUCTS COMPANY T` H o t - 14305 SOUTHCROSS DRIVE-SUITE 200 o BURNSVILLE,MN 55306 PH:800.328-5934 NAME: FACE MOUNT HANGERS SKH JL SOLO,// . ,. DATE: STEVEN A.BREKKE w D 3/28/2011 PROFESSIONAL ENGINEER LICENSE NO.70432 _ SHEET: DRAWING NO.: TYPICAL JL INSTALLAnoN JL 2 0F2 MD-SKH-JL Truss&Rafter HC520 / HCPRS / HHCP / LFTA6 / RT Ratter Ties 8USP STRUCTURAL CONNECTORS Wek These anchors tie trusses and rafters to top 1-7/16"�_ AVAILABLE IN plates and may be used to tie wood framing ■ r ce members to resist uplift and lateral forces. - COAT Materials: See chart 11/a Finish: G90 galvanizing; r HHCP4-TZ—G-185 galvanizing. 4-1/2" 3-3/4" 5-1/4" rt:;" Options: See chart fora 2-7/6" Corrosion Finish Options v Codes: See page 11 for Code Reference r,.- t, i Chart IRC 802.10.5.IBC 2308.10.1 1-n1s y J 1a/s -15/16" Od H RT3A RT4 RT5 1-9/16" U) 1-9/16" —A, 1-9/16'J ii 1-9/16:' i— p 113-15/16" 2-1/2" `� A 4" f i 1-3/8� 6-7/16" 6-1/2" •t ia. / 5.1'4:: i 2 /2 t 1-3/8" 12-15/16"' ! 2-7/16" dl ' r� 3-9/16" i .0 i 'r --; - `A 1-1/2" RT6 RT7 RT7A RWAT 1-va" 1-9/16" , < 5"__._�,, A .....� -►" --'—_.. i1-9/16" o �2-3/8" ! (I}' �s• j y. 3g1 'Y • • 2-5/8" •; .RG• i• •••••• • i4-15/16.:. A Q ! i 6-1x2 3-1/16 , �' .y-'^�^ _.>•.-;: j •i•:• 4 ••;_ •••••• _5-1/4" 6666•• 7-13/16" 10-3/4" �}" ••••- �'i • • ! 6666•• 0 66 • 00•66 RTBA RT10 RT15 6.66•• RT16A ••; 6.60•6 i 2-1/16" - # 6-1/2" 8- 1 •••6 6• < --i-' i +i :cam" � • • • i ik• ®• 3-1/8" } 6-5/8" •• �.."_ 6••:• • cn• j i I i X 6-5/8" x a 6-1/2 / �A c 1 � 6-1/2" � 3 i a RT16AR RT16-2 HHCP2 HHCP4 TZ 2-1/4" E 1-5/8" A 4-5/8"1 4-1/4" 19-1/8" .1 } 4-1/4'! O A 1-1/2" 5-1/4" i 6-1/2" 2-1/4" 2t -1/8" `4" 5-1/4" i i -_ _ ice T ' �I HC520 HCPRS LFTA6 RT20 184 Continued on next page Truss&Rafter HC520 / HCPRS / HHCP / LFTA6 / RT Rafter Ties USP STRUCTURAL CONNECTORS • MiTek Installation: •Use all specified fasteners.See Product Notes,page 17. •All nail holes must be filled with specified nails to achieve loads listed in the chart. •Depending on pitch,birdsmouth notching may be required with some models to enable installers to fill all nail holes. •Designer shall determine if solid blocking is required. DF/SP S-P-F Fastener Schedule"' Allowable Loads(Lbs.)' Allowable Loads(Lbs.)1 Lateral Uplift with Lateral Uplift with CA Truss/Ratter Plate Stud Uplift Uplift c USP Steel F1 FZ fid x 1-1/2" Ft 1 F2 8d x 1-1/2" o� Code � Stock No. Ref.No. Gauge TOty Type Qty Type 160% 160%11 160% 160% 160% 1"1 16094 v` Ref. � RT3A H3 18 4 J 8d 4 8d ---- 610 190 1 190 610 525 160 1 160 1 525 CD HT4 I H4 18 1 4-1 8d 4 8d — --- 410 215 215 410 345 180 180 345 10 RT5 H5 18 4 1 8d 4 8d ---- 540 265 265 540 450 225 225 450 RS RT6 HS24 18 6 1 10d x 1-1/2 6 '10d x 1-112 —-- — 665 800 .8DO 665 560 670 670 560 F5 RT7 18 5 8d 5 8d 585 195 195 585 495 160 160 495 RT7A 1-12.5A 18 5 Sd 5 8d 670 210 210 670 565 175 175 565 MAT H2.5T 18 5 8d x 1-1/2 5 8d x 1-1/2 ---- 555 210 210 555 465 180 180 465 130 1T= H8 18 5 10d 1-1/2 5 1 O x1-112 ---- — 775 215 215 775 650 180 180 650 RT10 H2,1-12A 18 6 8d 8 8d 6 8d 585 195 195 585 495 160 160 495 10, RT15 Ht 18 5 .8a x 1-112 5 8d ---- — 530 500: 340 530 445 285' 410 445 R8, RT16A H14H11A 18 9 1Odx1-1/2 8 10d 1380 600, 645 1380 1160 670 545 1160 BT16AR H10AR 18 9 10d x 1-1/2 B 10d 1380 800 645 1380 1160 670 545 1160 130 �RT16-2 H10-2 18 8 8d 8 8d —— 1160 655 415 1160 975 550- 345 975 10,R8, HHCP2 HCP2 18 101 16d x 1-1/2 10 10d x 1-1/2 --- 800 370 —-- 800 670 310 ---- 670 F5 HHCP4-TZ HCP4Z 16 8 1 10d 8 10d 1100 410 ---- 920 345 ---- ---- 130 HC520 GBC18 --- 11 Sd 6 8d 515 470 430 515 445 405 370. 445 L1 HCPRS 18 --- 5 8d 6 8d x 1-1/2 590 500 340 540 455 375 285 455 10,R8,F5 Zf Ps? N6 16 8 8d 8 8d —-- —-- 1210 700 SO., 1210 1015 1015 14,R9,F7 RT20 16 9 10d x 1-1/2 4 1 10d 9 10d x 1-1/2 1200 ---- —-- 1200 1005 ---- ( 1Q • 101 R8,F5 1)Allowable loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. • • •••• ••• • • • Corrosion Finish 2)LFTA6:To achieve F1 lateral loads,three nails must be installed on each side on the strap located closest to the bend line. •• • 0 Stainle4tge1 M Gold Coat•• Lateral F1 and F2 load directions do not apply to roof truss-tD-top plate installations. •••••• HDl1•![triple Zinc •••••• 3)8d common nails may be substituted for 8d x 1-1/2 nails,and 1 Od common nails may be substituted for 10d x 1-1/2 nails. • 4)NAILS: 8d x 1-1/2"nails are 0.131"dia.x 1-1/2"long,8d nails are 0.131"dia.x 2-1/2"long,10d x 1-1/2"nails are 0.148"dia.x 1-12"long, •••••• • • • 10d nails are 0.148"dia.x 3"long. •••••• New products or updated product information are designated in blue font. • • • • •••• •••• ••••• •••••• ••• • ••••• •• •• •• •••••• int L _ P •••••• . /1 •• ti` 1 I /£££ / d • • • X j • f Uplift! / • • • • •••••• v E F7 f •••'�r 77 +....,, � CRY '++•..•:• • ••E•+ • • Typical RT3A Typical RM Typical RT5 Typical RT6 Typical RT7 0 installation installation installation installation installation C •� 6 _'!! { J i uplift r 4171 F7 Typical RT7A Typical MAT Typical RT8A Typical RT10 Typical RT15 installation installation installation installation installation Continued on next page 185 Slant Nail Joist Hangers series USP The HUS,JUS,&MUS hanger series offers double shear nailing. USP's dimple allows for 30° to 45° nailing through the joist into the header resulting in higher loads and less nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications. Materials: See chart Finish: G90 galvanizing;JUS24-GC, JUS26-GC, JUS28-GC, JUS210-GC, JUS26-2GC&JUS210-2GC—Gold Coat Options: HUS26, HUS28, HUS210, HUS28-21F, HUS210-21F, JUS24, JUS26, JUS24-2, JUS26-2, JUS28, JUS28-2, JUS210, JUS36, JUS210-2, JUS44, JUS46, JUS48, JUS410, JUS28-3 and JUS210-3 are available Typical JUS46 „ in Triple Zinc.To order, add TZ to stock number, as in JUS24-TZ. installation HUS212-2,JUS24,JUS26, JUS26-2, JUS28,JUS28-2,JUS210, JUS210-2,and JUS210-3 are available in Stainless Steel.To order,add SS to stock number, as in JUS26-SS. A See HUS Specialty Options Chart. i Codes: Load values are derived from data submitted to various North American building code evaluators. ( 'o .' �( ) I i S Installation: Dimple I ;H N • Use all specified fasteners. See Product Notes, page 10. allows 300 qr to • Joist nails must be driven at a 30° to 45° angle through the joist or truss into the naili g ff1 t L) header to achieve listed loads.Standard length"double shear"nails must be used to :f ° achieve listed load values. GWS D • JUS & MUS 16d sinkers (9 gauge x 31/4-) may be used where 10d commons are specified with no load reduction. JUS28 AVAILABLE IN I C O AT ii1-`� 0 0.0.0 •0.00• i�0k ` 0.0.0• • •!1 •00.0• � I � • • +, •00.0• i•0'0 • • Double shear nail design Uses standard 0••••• •i♦6• ••••• features fewer nails and length nails0 faster installation • • "'• • •• •0 MUS•• 0000• • 0000•• • • HUS Specialty Options Chart— • • •••••• ••••• refer to Specialty Options pages ••• •••• 210 to 211 for additional details. •' - "" ' Option Inverted Flange i •• �3" Not available in Range widths less than 2-114-. 100%of table value. ' + Factored 65%of table value when Resistance nailing into the support j members end grain. _ Add IF Ordering to product number. Ex.HUS4101F Typical HUS4101F Typical HUS46 HUS28-2 inverted flange installation installation 1-800-328-5934•www.USPconnectors.com : • USP2240-131 Face Mount Hanger - ►USP Dimensions(in) Fastener Schedule"" Factored Resistance Header Joist DF-L(Lbs) DF-L(kN) S-P•F(Lbs) S-P-F(kN) USP Steel Vertcal Uplift' Vertical Uplift' Vertical uplift'f100% ertical uplift' Joist Size Stock No. Ref.No. Gauge W H D A QtyType QtyType 100% 115% 100% 115% 100% 115% 115% JL24 LU24,LU24L ) 20 1-9/16 3 1 1-1/2 15/16 4 1 100 1 2 1 10d x 1-12 ) 970 1 460 4.31 1 2.05 689 327 1 3.06 1.45 ST24 -- 22 1-9/16 31/4 1-7/8 1-1/4 4 10dx1-1/Z 3 8dx1-112 670 370 2.98 1.65 670 370 2.98 1.65 JL241F-TZ - 18 1-9/16 3-1/8 1-1/2 -- 4 1 Od HDG! 2 10d x 1-112 HDG 670 380 2.98 1.69 475 270 2.11 1.20 2x4 JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 4 10d 2 10d 1595 960 7.10 4.27 1132 682 5.04 3.03 JUS24-GC -- 18 1-9/16 3-1/8 1-3/4 1 4 'N1OC-GC 2 N1OC-GC 1595 960 7.10 4.27 1132 682 5.04 3.03 SUH24 U24 16 1-9/16 3-1/4 2 1-3/16 4F 10d 2 10d x 1-12 1390 795 6.18 3.54 985 565 4.38 2.51 HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 1 16d 2 10dx112 1975 545 8.79 2.42 1402 387 6.24 1.72 JL26 LU26,LU26L 20 1-9/16 43/4 1-12 15/16 6 j 10d 4 10d x 1-12 1430 915 6.36 4.07 1015 650E 4.52 2.89 ST26 - 22 1-9/16 5 1-7/8 1-1/4 6 1 10d x 1-1 5 8d x 1-1/2 ( 1000 620 4.45 2.76 1000 ' 620 4.45 2.76 ° JL261F-TZ LUC26Z 18 1-9/16 41/2 1-112 - 6 1O HDG 4 !1O x 1-1/2 HDG 1000 755 4.45 3.36 710 535 3.16 2.38 u _ JUS26 LUS26 18 1-9/16 413/16 1-3/4 1 _ 4 , 100 4 100 2855 2100 f 12.70 9.34 2027 i 1491 9.02 6.63 2x6 o JUS26 GC -- 18 (1-9/16 413/16 1-3/4 1 4 N10C-GC 4 N10C GC 2855 : 2100 12.70 9.34 2027 11491 9.02 6.63 MUS26 MUS26 18 11-9/16 5-1/16 2 1 6 ) 10d 6 10d 3245 1625 14.44 7.23 2305 1155 10.25 5.14 3 i SUH26 U26 16 )1-9/16 5-118 2 1-3/16 6 , 10d 4 ( 10d x 1-12 1 2345 1505 1 10.43 6.69 1665 ! 1070) 7.41 1 4.76 U 2 HUS26 ! HUS26 16 1-5/8- 5-7116 3 i 2 14 16d 6 16d 5480 3625 24.38 16.13 3891 12574 17.31 111.45 a )HD26 HU26 14 1-9/16 3-1/2 2 1-1/8 4 160' ! 2 100 x 1 12 1975 545 8.79 ) 2.42 a 1402 387 1--6.24.24 . 11.72 j HD28 HU28 14r 1-9116( 5-1/4 2 (1-1/8 8 ' 16d 4 10d x 1 12 i 2720 1555 12.10 6.92 1931 1104 8.59 4.91 JL26 LU26,LU26L 20 1-9/16 43/4 1-12 15/16 6 10d ( 4 I 10d x 1-12 ( 1430 : 915 6.36 4.07 1015 I 650 4.52 2.89 N JL28 LU28 20 1 1-9/16 6-3/8 1-12 15116 10 10d 6 10d x 1-12 2120 1665 9.43 7.41 1505E 1182 6.69 5.26 ST26 22 ;1-9/16 5 1-7/8 1-1/4 6 10d x 1-1/Zi 5 8d x 1-12 1000 620 4.45 2.76 1000E 620 4.45 2.76 aST26 -- 22 1-9/16 6-3/4 1-78 1-1/4 8 110d x 1-1/2 7 E Bd x 1-1/2 1340 870 5.96 3.87 1340 870 5.96 3.87 o JL261F-TZ LUC26Z 18 `1-9/16 41/2 '1-12 - 6 10d HDG i 4 10d x 1-12 HDGj 1000 ( 755 4.45 3.36 710 535 3.16 2.38 U O JL281F-TZ -- 18 1-9/16 6-1/8 1-12 - 8 10d HDG 4 110d x 1-12 HDG 1340 755 5.96 ! 3.36 950 535 4.23 2.38 JUS26 I LUS26 18 1-9/16 413/16 1-Y41 1 4 I 10d 14 10d 2855 2100 12.70 9.34 2027 1491 9.02 6.63 JUS26-GC 18 1-9/16 413/16 1-341 1 4 N10C-GC 4 ! N10C-GC 2855 2100 12.70 9.34 2027 1491 1 9.02 6.63 2 x 8 JUS28 LUS28 18 1-9/16 6-5/8 1-3141 1 6 10d 4 1Od 2855 2100 12.70 9.34 2027 1491 9.02 6.63 JUS28-GC 18 1-9/16 6-5/8 )1-3/4 1 6 N10C-GC 4 N10C-GC 2855 2100 12.70 9.34 2027 1491 9.02 6.63 MUS26 MUS26 18 1-9/16 5-1/16 2 1 6 100 70-F 10d 3245 1625 14.44 7.23 1 2305 1155 10.25 5.14 MUS28 MUS28 18 1-9/16 7-1/16 2 1 8 10d 8 10d 4400 2315 19.57 10.30 1 3125 1645 13.90 7.32 SUH26 U26 16 1-9/16 5-1/8 2 1-3/16 6 10d 4 10d x 1 12 2345 1505 10.43 6.69 1665 1070 7.41 1 4.76 SUH28 16 1-9/16 6-5/8 2 1-3/16 8 10d 6 10d x 1 12 2345 1505 10.43 6.69 1665 1070 7.41 1 4.76 HUS26 HUS26 16 1-5/8 5-7/16 3 2 141 16d 6 1 16d 5480 3625 24.38 16.13 3891 •2 74 1431 11.45 HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 1 16d 8 16d 7115 4840 311.65 21.433 5052 3113E 2.47 15.2 ••• • j HD28 HU28 14 1.9/16 5-1/4 2 1-1/8 8 16d 4 10dx112 1 2720 1555 12.141 6.92 sit 1931 1101 •B69 4.91 • ( HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10d x 1 12 1 3820 1555 16.9 W 2712 .101,, 4.91• •• j JL28 LU28 20 1-9/16 6-3/8 1-112 15/16 10 10d 6 10d 1-12 2120 1665! 9.43 X41 1505 1182 6.69 5.26 JL210 LU210 20 1-9/16 8-1/4 '1-12 15/16 14 10d 8 10d x 1-12 3070 2065 13.6 .1 2180 1466 9.70 6.52•s••• ST28 - 22 1-9/16 6-3/4 1-7/8 1-1/4 8 10d x 1-1 7 I 10d z 1-12 1340 870 ! 5.96••" 1340 810••%6 3.8 ST210 -- 22 1-9/16 8 1-718 1-1/4, 10 10d x 1-1 8 ! 10d x 1-12 1520 990 6.76•E•4011 1520 1 910• '46.76 4.40••••• JL281F-TZ -- 18 1-9/16 6-1/8 1-12 -- 8 10d HDG 4 10d x 1-122 HDG 1340 755 5. i 950 • 4. • T3 i 2.38••••• 1 JL210IF-TZ LUC21OZ 18 1-9/16 8-7132 1-1/2 -- 11 10d HDG 6 !10d x 1-12 HDG 1835 1135 8.16 o5.051 1305805 3.58 *see JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 6 10d 4 10d 2855 ) 2100 12. T3T ) 2027 1491 9.02 6.63 • 2x 10 JUS28 GC E -- 18 1-9/16 6-5/8 1 1-3/4 1 6 N1OC-GC! 4 N10GGC 2855 2100 12.LU4!t11/ 2027 : 1491 9.02 ! 6.63 •• JUS210 WS210 18 1-9/16 7-3/4 1-3/4 1 j 8 10d '. 4 j 10d 2855 2100 12.70 9.34 o 2027 } 1491 1.02 6.63 ••••• JUS210GC -- 18 1-9116 7-34 1-3/4 1 81N10CGCI 4 NIX-GC 2855 2100[ 12.7D 9. 2027 1 1411-i- 6.634 • MUS28 MUS2818 1-9/16 7-1/16 2 1 8 ! tOd 6 100 4400 2315 19.91-, 1(h303�125 1 1645 13.90 , 7.32 ••••• • SUH28 - 16 1-9/16 6-5/8 2 1-3/161 8 ! 100 6 tOd x 1-12 2345 1505 10.43 6.69 1665 6070 •7.41 4.76 SlHi210 U210 16 `1-9116 8 2 1-3/16 101 10d - 6 10d x 1-12 4080 2505 18.15 11.14 2895 17E01` 12. 7.92 HUS28 HUS28 16 1-5/8 7-3/16 3 2 22 16d 8 16d 7115 4840 31.65 21.53 5052 3436 22.47 15.28 HUS210 ! HUS210 16 1-5/8 9-3/16 3 2 30 160 10 16d 9025 6035 40.15 1 26.85, 6408 4285 1 28.51 19.06 HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 121 16d 4 10d x 1 12 3820 1555 16.99 1 6.92 2712 1104 12.06 4.91 JL210 LU210,LU210L 20 1.9/16 8-1/4 1-12 15/16 14 F 1Dd 8 10dx 1-12 3070 2065 13.66 9.19 2180 1466 9.70 6.52 ST210 -- 22 1-9/16 8 1-7/8 1-1/4 10 110dx 1-1 ; 8 8d x 1-112 1520 990 6.76 4.40 1520 990 6.76 4.40 ! JL2101F-TZ LUC21OZ 18 1-9/16 8-7/32 1-1/2 -- 11 1O HDG 6 10d x 1-1/2 HDG 1835 1135 8.16 5.05 1305 805 5.81 3.58 JUS210 LUS210 18 1-9/16 7-3/4 1.3/4 1 8 ! 10d 4 10d 2855 2100 12.70 9.34 2027 1491 1 9.02 6.63 2x12 JUS210-GC -- 18 1-9/16 7-3/4 1-3/4 1 8 NIOC-GC 4 E N10C-GC 2855 2100 12.70 9.34 2027 1491 9.02 6.63 SUH210 U210 16 1-9/16 8 2 1-3/16 10 10d 6 10d x 1-12 4080 1 2505 18.15 11.14 12895 1780 12.88 7.92 HUS210 HUS210 16 1-5/8 9-3/161 3 2 30 16d 10' 16d 9025 6035 40.15 26.85 6408 4285 28.51 19.06 HD210 HU210 14 1-9/16 7-3/16 2 1-1/8 12 16d 4 10dx112 3820 1555 16.99 6.92 2712 1104 1 12.06 4.91 ! HD212 ) HU212 14 1-9116 9-1/4 2 1-1/8 16 16d 6 10d x 1 12 4545 2005 20.22 8.92 3227 1424 14.35 6.33 r HD2121F HUC212 14 1-9/16 9-1/4 2 - 16 160 6 10d x 1 12 4545 2005 20.22 8.92 3227 1424 14.35 6.33 1)Factored uolift resistances have been increased 15%for short-term loads such as wind and earthouake:no further increase allowed. 2)Minimum nail embedment shall be 8 nail diameters(No). 3)16d sinkers may be used at 0.84 of the table load where 16d commons are Specked. 4)NAILS:8d x 1-12"nails are 0.131-dia.x 1-12-Iono.1 Od x 1-1/2-nails are 0.148-dia.x 1-12'Iona.I Od and N1OC-GC nails are 0.148-dia.x 3-lono.16d nails are 0.162-dia.x 3-1/2"Iona. New products or updated product information are designated in red font. continued on next page 1-800-328-5934•www.USPconnectors.com • USP2240-131 Heavy-Duty _ _ - series - . USP Dimensions(in) Fastener Schedule""' Factored Resistance Header I Truss DF-L(Lbs) I DF-L(M) I S-P-F(Lbs) S-P-F(W) Joist! USP Vertical Uplift' Vertical Uplift' Vertical UpUtO Vertical Uplift' Truss Size Stock No. Ref.No. W H D T e T e 100% 115% 100% 115% 100% 115% 100%1 115% 2x6-8 THDH26 i HGUS26 1 1-5/8 1 5-7/16 5 1 20 1 16d 1 8 1 16d 7970 1 4410 1 35.45 ' 19.62 ? 5660 3130 25.1813.92 2x8-10 THDH28 HGUS28 1-5/8 7-3/16 5 36 16d 121 16d 11860 1 8230 1 52.76 36.61 8420 5845 37.46 26.00 2x 10-12 )THDH210 1 1-5/8 9-3116 5 46 16d 16 164 15250 10170 1 67.84 45.24 110830 7220 48.18 32.12 2-11/16 x 9-114-14 THDH27925 HGUS2.75/10 1 2-3/4 9-1/8 4 46 16d 121 164 1 13525 6575 60.16 129.25 9605 4670 42.73 2077 2-11/16 x 11-114-16 THDH27112 HGUS2.75/12 1 2-3/4 10-7/8 4 i 56 16d 141 16d 16130 9845 1 71.75 43.79 11450 6990 50.93 31.09 2-11/16 x 14-16THDH2714 HGUS2.75/14 i 2-3/4 1 12-1/4 i 4 66 16d 161 16d • 16130 11335 71.75 50.42 11450 8050 50.93 35.81 3-1/4x9-112 [THDH3210 HGUS3.25/70 3-3/16 9-38 1 4 46 16d 121 16d 14760 7480 1 65.6633.27 1 10480 5310 1 46.62 23.62 3-1/4 x 10.5/8 THDH3212 HGUS3.25/12 3-3/16 1 10-58 4 56 16d 141 16d 16130 11335 1 71.75 50.42 1 11450 8050 50.93 35.81 (2 2x6-8 THDH26-2 HGUS26-2 3-7/16 t 5-3/8 ' 4 1 201 164 -87 16d 9035 4215 1 40.19 18.75 6415 2995 28.54 1 13.32 m 2 2 x 8-10 THDH28-2 HGUS28-2 3-7116 1 7-116 4 36 1 16d 101 16d 13075 5020 58.16 22.33 ' 9285 3565 41.30 15.86 0 2 2x 10-12 THDH210-2 HGUS210-2 1 3-7/16 9-1/8 ? 4 1 46 1 164 1 121 16d 13525 6575 60.16 29.25 1 9605 4670 42.73 20.77 m 4x6-8 THDH46 HGUS46 39116 5-3/8 4 20 16d 8 16d 8290 4905 36.88 21.82 5885 3485 26.18 15.50 c 0 4x 8-10 THDH48 HGUS48 f 39/16( 7-18 4 36; 164 10- 164 12825 6000 57.05 126.69 9105 4260 40.50 18.95 L) 4x10-12 1THDH410 HGUS410 39/16 9-1/8 4 46 16d 12 164 14760 7480 65.66 33.27 . 10480, 5310 i 46.62 23.62 4 x 12-14 1 THDF1412 FIGUS412 39/16 1 10-1/2 4 56 16d 141 16d 16130 1 9845 71.75 43.79 11450 1 6990 i 50.93 31.09 u 4 x 14-16 THDH414 HGUS414 39116 13-1116{ 4 66 164 161 164 16130 1 11335 71.75 50.42 1 11450 1 8050 50.93 35.61 3 2 x 6-8 THDH26-3 HGUS26-3 5-18 5-7116 4 20 116d 8 16d 9035 4215 40.19 18.75 6415 2995 28.54 13.32 a 3 2 x 8-10THDH2&3 HGUS28-3 5-18 7-3/16 4 36 16d 12 16d 13075 1 5020 58.16 1 22.33 9285 3565 41.30 15.66 j 3 2 x 10.12 THDH210-3 HGUS210-3 5-18 1 9-3116 4 46 16d '161 16d 13190 7030 1 58.67 31.27 9365 4990 41.66 22.20 3 2x12.14 THDH212-3 HGUS212-3 5-18 11-3/16 4 1 56 164 1201 16d 15465 1 9105 68.79 40.50 10980 1 6465 48.84 28.76 r 3 2 x 14.16 THDH214-3 HGUS214-3 5-18 1 133116 4 66 16d 22 16d 18810 1 10760 83.67 47.86 13355 7640 159.41 33.99 US t 6x 10-12 THDH610 HGGUS5 ( 512 9 4 46 164 '16 16d ; 13190( 7030 56.67 31.27 9365 4990 41.66 22.20 a H5:52"10,0/10 0• 1 HGUS5.25/12, 0 6 x 12-14 THDH612 5-12 11 4 56 16d :20 16d 15465( 9105 ' 68.79 40.50 10980 6465 48.84 28.76 HGUS5.50/12 ® 6x 14-16 THDH614 HGUS5.50/14 5-12 13 4 166 16d 22 16d 1 18810. 10760 1 83.67 47.86 13355 7640 59.41 33.99 _ 6-3/4 x 9-14-12 THDH6710 HGUS21", I 6-78 8-13/16 4 46 16d 12 16d 13525 6575 r 60.16 y 29.25 9605 4670 42.73 20.77 - A;: HGUS6.88110 ,r.Fxu 6-3/4 x 11-18 THDH6712 HGUS212-41 6.78 10-13116 4 1 56 16d 14 16d 16130 9845 71.75 43.79 11450 6990 50.93 31.09 HGUS6.88/12 6-3/4 x 13-20-12 THDH6714 IHGUS2144, G78 12-13116 4 66� 16d 16 16d 16130 11335 71.75 50.42 11450 8050 50.93 35.81 +.' HGUS6.88/14 1 4�. 7 x 9-1/4-14 THDH7210 I HGUS7.25/10 € 7-1/4 9 4 46 16d 12 16d 14760 7480 65.66 33.27 10480 5310 46.62 1 23.62 7x11-1/4-16 THDH7212 HGUS7.25/12 7-114 10-1/2 4 i 56 1 164 114 16d 16130 9845 71.751 43.79 11450 6990 50.93 31.09 7 x 14-18 THDH7214 HGUS7.25l14 1 7-1/4 12-114 4 1 66 16d 1 16 164 16130 1 11335 71.75 150.42 11450 1 8050 50.93 35.81 *009 ' 1)Factored resistances have been increased 15%for short-term bads such as wind and earthquake;reduce for other load durations in accordance with the code. • • -'•`v 2)Joist nails need to be toe nailed at a 30'to 45.angle to achieve allowable bads shown. • • •••• •• 3)Mnimum nail embedment shall be 8 nail diameters(tvo.). 4)NAILS:16d nails are 0.162'dia.z 3-12'long. " - ---_, 0-0•• • New products or updated product information are designated in red font. ••• •• 's i'..••.. - 0000 • Slant Nail Truss Hangers MUS & HUS series •"�•• MP _ •••• • • Materials: See chart !••• 1 •'•'' ";' Finish: G90 galvanizing ••• •• Typiegl 7US Options: HUS26, HUS28, & HUS210 are available in •• +•• install3tlon •••• ' Triple Zinc. To order, add TZ to stock •••:•• • number,as in HUS26-TZ I i� : ;ted • • !`-2-•••••• Codes: Load values are derived from data submitted ` • dimple allows e • "y • \ • _ • various North American building code 46C .045 ••• •• •nailing ••p'• ;' ' evaluators. �,t • , Installation: ff�� + H • Use all specified fasteners. See Product Notes, page 10. ' f i •Joist nails must be driven in at a 30°to 45°angle through the Double shear nail design Uses standard g joist or truss into the header to achieve listed loads.Standard features fewer nails and length nails -W;��---------------_(Y length "double shear" nails must be used to achieve fasterin5tallation HUS listed load values. Dimensions(in) Fastener Schedule` Factored Resistance' r ' Header I Truss' DF-L(lbs) I DF-L(kN) S-P-F(Lbs) S-P-F(kN) Joist/ USP Steel Vertical Uplift' Vertical Uplift' Vertical Uplift' Vertical Uplift' Truss Size Stock No. Ref.No. Ga e W H T Type 10(r115%1 100%1 115% 100%1 115% 1001/6 115% r ! MUS26I MUS26 18 1-9116 15-1/161 6 104 1 6 1 104 1 3245 1625 1 14.44 1 723 2305 1 1155 1 10.25 5.14 �s• -'I 2x6-8 HUS26 HUS26, 16 1-58 5-7116 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 °) LJS26DS 2x8-10 MUS28 MUS28 18 1-9116 7-1/16 8 10d 8 10d 4400 2315 19.57 10.30 3125 1645 13.90 7.32 HUS28 HUS28 16 1 1-58 7-3/16 22 16d 8 16d 7115 4840 31.65 1 21.53 5052 3436 22.47 15.29 •,i, •�� H 2 x 10-12 HUS210 HUS210 16 1-58 9.3116 30 16d 10 16d 9025 6035 40.15 26.85 6408 4285 28.50 19.06 { 1-3M4 5-12-7-1/4 HUS175 HU1.81/5 16 pl-13116 5-38 14 16d 6 16d 5480 3625 24.38 16.13 3891 2574 17.31 11.45 ° �) 1-3/427-114-11-1W HUS777 16 13/16 7-18 22 164 8 164 7115 4840 31.65 21.53 5052 3436 22.47 1529r�- 1-3/4 x 9-1/4-14 HUS179 HUS1.81/10 16 13n6 9-18 30 16d 10 164 9025 6035 40.15 26.85 6408 4285 28.50 19.06 rr't•'. f" 1)Factored uplift resistances have been increased 15%for shod-term bads such as wind and earthquake:reduce for other load durations in accordance with the code. 1 a,m % 2)Nails must be driven at a 30'to 45'angle through the ioist a truss into the header to achieve the table loads. j 2- 3)Minimum nail embedment shall be 8 nail diameters MD.). W- 41 HUS175 and HUS179 load values assume the ioist is 1-314-wide and has a bearing strength of not less than 675 Dsi. 5)NAILS:10d nails are 0.148-dia.x 3'long.16d nails are 0.162-dia.x 312-Iona. MUS 1-800-328-5934•www.USPconnectors.com a USP2240-131 r _. . ,.. .. ' , x , ' r' 1 ..4 1 . ' . Y;�, -I 0 ... •. - y02 � ., -_.... - ..s, ,''•� B •^ r.�. Y IJ IJ CJ:�.J.LCJL'�1.J►�f • r 1. .�' .• .. .,. • • r t - • ,. e GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que LAS MED/DAS DE LA INSTALACION DE LOS TRUSSES 10' 3 m)or Diagonal bracing Repeat diagonal bracing frequency or location of temporary lateral restraint identifique/afrecuencia o/ocalizadbriderestriccidnlateral DONT overload the crane. • 15''4.6 m)* every 15 truss spaces 30' and diagonal bracing.Follow the recommendations yarriostre diagonal tempoales.Use las remmendaciones 0 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 ®Refer to for handling,installing and temporary restraining de manejo,insta/acido restriccidn yarriostre temporal de NO sobrecargue la grua. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7***for more (9.1 m)max. _r. and bracingof trusses.Refer to BCSI-Guide to los trusses.Vea el folleto SCSI Gula de Buena Practca bracing(see below),5)Install web member plane diagonal bracing to stabilize the first five information. NEVER use banding to lift a bundle. trusses(see below).6 Install bottom chord temporary lateral restraint and diagonal bracing(see mfr• Good Practice for Handling Installing Restraining para e/Manejo.Instalacion.Restriction yAmostre de los below).7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen BCSI-B7*** &Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Metal*** NUNCA use las ataduras para levantar un paquete. w para mas information. Trusses***for more detailed information. para informacidn mas detallada. 1)Instate los arriostres de tierra.2)Instate el primero truss y ate seguramente at arriostre de tierra. C A single lift point may be used for bundles of 3)Instate los prdximos 4 trusses con restriccidn lateral temporal de mlembro corto(vea abajo).4) <To.c.,typ. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar top chord pitch trusses up to 45'(13.7 m)and Instate el arriostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre diagonal para los Apply diagonal brace to vertical +el^ permanent lateral restraint or reinforcement for las/ocalizadones de restriccidn lateral permanente o parallel chord trusses up to 30'(9.1 m). p/anos de los miembros secundarios para estabilice los primeros cmco trusses(vea abajo).6)Instate webs at end of canti;ever and at k. individual truss members. Refer to the BCSI- refuerzo en los miembros individuates del truss. Vea la Use at least two lift points for bundles of to la restriccidn lateral temporal y arriostre diagonal para la cuerda inferior(vea abajo).7)Repita este B3 for more information.All other permanent ho'a resumen BCSI-B3 a mas informacidn. EI p h l bearing locations. All lateral restraints =1 *** P 1 ***Pa chord Itch trusses u to 60' 18.3 m and oral- A WARNING Do not over load supporting procedimiento en grupos de cuatro trusses este que todos los trusses estop insta,dos. bracingdesign is the responsibility of the building resto de los disefios de arriostres rmanentes son la P P ( ) P PP 9 lapped at least two trusses. A 9 Po ty 9 Pe lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. Refer to BCSI-B2***for more information. designer. responsabilidad del disefiador del edifido. three lift points for bundles of top chord pitch f *** `Top chord temporary lateral restraint spacing shall he 10'(3 m)o.c.max.for 3x2 chords F trusses>60'(18.3m)and parallel chord trusses iADVERTENCIA.No sobrecargue la Vea el resumen BCSI-82 para mas informacidn. and 15'(4.6 m)o.c.for 4x2 chords. trusses >6 m). estructura apoyada con el paquete de RESTRAINTIBRACING FOR ALL PLANES OF TRUSSES trusses. INSTALLING - INSTALAC16N Out-of-Plane A WARNING The consequences of improper RESTRICCIf1N/ARR/OSTRE PARA TODOS PLANOS DE TRUSSES handling,erecting,installing,restraining Puede user un solo/ugar de levantar para pa- g, g g Place truss bundles in stable position. _ quetes de trusses de/a cuerda superior hasta 45' 0 Minimum lumber used for 12-121 restraint and diagonal bracing is 2x4 stress-graded lumber,Attach Q Tolerances for Out-of-Plane. Out-of-Plumb Max.Bow Truss Length and bracing can result in a collapse of the to each truss with at least 2-lOd 0.128x3",2-12d 0.128x3.25" or 2-16d 0.131x3.5" nails. y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en una pos/aon ( ) ( ) ( ) Tolerancias para Fuea-de-Plano. p death. Or WOf51,serious personal injury Of * 3!4" 12.5' , � Use por to menos dos puntos de levantar con astable. La made,2x4 clasificada por estres es la made,minima utilizada para restriccidn lateral y arriostramiento di- Max.Bow DI50 D(H.) 19 mm 3.8 m ' death. ` ••� grupos de trusses de cuerda superior inclinada agonal,Atarlas a Cada bra uero con al minimo 2 clavos 10d 0128x3 12d 0128x3.25 o 16d 0131x3.5' Length-► _ I��'�'�■��►���'�'((� � 9 P pe 9 9 (• �, (• 7 (• 7• ..� �- 1/a" r 7!a" 14.6' t 1_ILJ iADVERTENCIA!E/resu/tado de un mane'o, fel R►, haste 60'y trusses de cuerdas paralelas haste J 1�j'� 0 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Len m-► 6 mm 0.3 m 22 mm 4.5 m c: levantamiento,instalacidn,restriccidn y arrisotre ��$lei•^ !` 45'Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada (PCTs).See to of next column for temporary restraint and bracingof PCTs. Max.Bow g incorrecto puede ser la caida de la estructura o ma's de 60'y trusses de cuerdas paralelas mas de 45' Max.Bow ° , 13 mm 0.6 m 25 mm 5.1 m aur poor,heridos o muertos. •+ Este metodo de restriccidn y arriostre es para todo trusses excepto trusses de cuerdas paralelas �! (PCTs)3x2 y 4x2.Vea la parte superior de la columna para/a restricnon y arriostre temporal de PCTs. --_------------------ t 3/a" 3' 1-1/8" 18.8' E I Ar era; ':� MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES E Length '!1!! ora i Plumb 19 mm 0.9 m 29 mm 5.7 m CAU11Y 1 Exercise care when remov- ° line 1" a' 1-1/a" 20.8' RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES 1)TOP CHORD-CUERDA SUPERIOR ng banding and handling trusses to avoid 0 Tolerances for 25 mm 1.2 m 1-mm 6.3 m damaging trusses and prevent injury.Wear ® Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing Out-of-Plumb. '? personal protective �o,�^,►��+\''. • Using a single pick-point at the peak can damage the truss. 1-1/4" 5' 1-3/8" 22.9' p p equipment for the eyes, _ V 9 9 P P P 9 Longitud de Tramo Espaciamiento delArrlostre Temporal de la Cuerda Superior D/50 max 32 mm 1.5 m 35 mm 7.0 m feet,hands and head when workingwith r Tolerancias para EI use de un solo lugar en el pito para levantar puede so'or less Up to 30' 10'(3 m)o.c.max. Fuer,-de-P/omada. I 1-N2" 6' 1-1/2" 25.0' trusses. hacer dafio at truss. (9.1 m) 38 mm 1.8 m 38 mm 7.6 m :i I:I'dtU1IZZM Utilice cautela at quitar las ataduras30'(9.1 m)- 1-3/4" 7' 1-3/4" 29.2' :R o los 8'(2.4 m)o.c.max. 45 mm 2.1 m 45 mm 8.9 m pedazos de metal de sujetar para evitar 45'(13.7 m) CONSTRUCTION LOADING -?M dafio a los trusses y prevenir la herida personal. CARGA DE CONSTRUCC16N 2' a8' 2" 233.3' I� Approx.112_,..� _ 45'(13.7 m)- 6' 1.8 m o.c.max. 51 mm 22.4 m 51 mm 10.1 m Lleve el equipo protedivo personal para ojos, truss length ( ) r. A�t��G7 Use BP�NluLZI]I Utilice Ta7gline 60'(18.3 m) � DO NOT proceed with construction until all lateral pies,manos y cabeza cuando babaja con TRUSSES UP TO 30'(g.i m) restraint and bracing Is securely and properly In lace. Maximum Stack Height trusses. special care in cuidado especial en TRUSSES HASTA 30 PIES 60'(18.3 m)- 9 Y P P Y P 4'(1.2 m)o.c.max. for Material on Trusses - windy weather or dies cables old o costa 80'(24.4 m)* NO proceda con la mnstruccidn haste quo-odes las restric- near power lines de cables eledricos o Attach Material Height to ' Locate spreader bar *consult a Registered Design Professional for trusses longer than 60'(18.3 m). clones laterales y los arriostres estop colocados en forma and airports. de aeropuertos 10'(3 m) `-' Poster bar above or stiHback O.C.max *Consulte a un Professional Registrado de Diseno para trusses mas de 60 pies. _ / apropiada y Segura. Gypsum Board 12•'(305 mm) Toe-in Toe-in mid-height *** DO NOT exceed maximum stack heights.-► .- See SI-82 for TCTLR options. htsRefer to SCSI-B4*** el g Plywood or OSB 16"(406 mm) TI Vea el SCSI-11112las opciones de TCTLR. for more information. _y` Spreader bar Spreader bar 1!2 to yl NO exceda las alturas maximas de montdn.Vea el resumen Asphalt Shingles 2 bundles 213 truss length - MMI •••• for truss Tagline • Spreader bar 2 3 to Refer to BCSI-B3*Y* • BCSI-84***para mas informacidn. concrete Block a'(203 mm) TRUSSES UP TO 60'(18,3 m) �- e•g►, for Gable Ent trtif"9strain bracfll •• \, -•► • • •• 314 truss I • T _ i TRUSSES HASTA 60 PIES 4� A • • T�line • Clay Tile 3-4 tiles high einforcement formation. B HANDLING - MANEJO �- •• TRtyj slJ�TO AND OVER 608(1&3 m) r • �- JoUSSES HAsTA Y SOBRE 60*1 y Para informaciin sobre restricctonJ TCTLR • •••• •••• •••••• arriostre/reM2►zL AA►AArmazones • •• Avoid lateral bending. p Hold each truss in position with the erectioryequlpment until top chord temporary lateral strain- Hasbales vet el resurrWn BCSI-B3** •••• a 9• is installed and the truss is fastened t•t•Is148RrIll points. •••••• } 10"or> NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. r"F Evite la flexion lateral. Note•1dtR^Pcing not sl;p4 fsr clarity. • y ® Q Use proper rig- Use equipo apropiado Sostenga cada truss en posicldn con eglip"grua hast,gW618IEstriccidn lateral temporal de la Truss attachment NUNCA apile los materiales cerca de un pica,a centro de/a luz,en J'�- • The contractor is responsible for prop- ging and hoisting para levantar a cuerda superior este instalado y el trlfs e� urado eR 1Q�sgWIRes. ••••• Q Repeatdl(iggpy braces1gr4%V 1 Let of 4 t�46 .• required at support s) cantilevers o aleros. erly receiving,unloading and storing the trusses equipment. improvisar, • • RepitR los RY'risotres die onales para sada grupo de 4 trusses. Section A-A at the jobsite.Unload trusses to smooth surface INSTALLATION OF SINGLE TRId66Es 43Y HAND• • 00000 ••••• ••• �" • � DO NOT overload small groups or single trusses. ` 2 2)WEB MEMBER PLANE-P:ANp DE LOS MIE&3J S�CUNDARIOS _'b to prevent damage. RECOMMENDACCIONES DE LEK44T/AWIENTO DE•TRUSSES••••• 90000 •• •• •• NO sobrecargue pequen"os grupos o trusses individuates. re ibir d sca fiery a aces sabirtdad de INDIVIDUALES POR LA MANO • fIL'iLLi� 1ATERAL RESTRAINT&D1490NAL BRACING ARE Place loads over as man trusses as possible. "` recibir,descar ar almacenar adecuadamente � ^. •••••• • • Y P �� f'� g y �\--+. -%� _ • • • • VERY hR p NT • • • Coloque las cargas sobre Lantos trusses tomo sea posible. los trusses en la obra.Descargue los trusses en '"x _ • -9 i M•••, '• YT� • • • • la tierra liso para revenir el dafio. 0 Trusses 20' - `• [� Trussed'••• - t pa p � Position loads over load bearing walls. - (6.1 m)or • • (9.1 m}or f iLA RESTRIC06N LAMM Y EL ARQIOS=RE DIAGONAL ® less,support •• • : less,supporta. • • SON MIV ffflPQRTANT fi i • Diagonal CLR solace reinforcement Coloque las cargas sobre las parades ES antes. rt near peak. quartereptiRt;. • bracing ALTERATIONS-ALTERACION Truss bracing not shown for clarity. Soporte Soporte • • Truss Member - de 2x CLR �Refer to BCSI-B5.*** cerca at ` los trusses o IDS t.Trusses up to 20' -► de t amoolos .4 Trusses up to 30' i Web members ea a esu a BCSI BS V Ir m n - *** de 20 pies o 6.1 m trusses de 30 (9.1 m ( ) ) (S) DO NOT cut,alter,or drill any structural member of a truss unless DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies specifically permitted by the truss design drawing. 91 ~ unbraced bundles vertica/mente los upright. trusses sueltos. NO corte,altere o perfore ningun mlembro estructural de un truss, 0 Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING A a menos que este especificamente permiddo en el dibujo del diseno n at the time of delivery or stored temporarily in Bottom del truss. �„ue[ contact with the ground after delivery.If trusses a RESTRICCION Y ARRIOSTRE TEMPORALchords Minimum 2'2x Scab block w centered over splice.Attach • are to be stored for more than one week,place ®Trusses that have been overloaded during construction or altered without the Truss Man- \ Diagonal braces to CUR with minimum 8-16d blocking Of sufficient height beneath the stack �+ Refer to BCSI-B2***for more information. Top Chord Temporary every 30 truss spaces (0.135x3.5")nails each side ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. of trusses at 8'(2.4 m)to 10'(3 m)on-center *** Lateral Restraint 20' 6.1 m max. of splice or as specified by the (o.c.). Vea el resumen BCSI-82 para mas informacidn. ( ) Trusses quo se ban sobrecargado durante la construccidn o ban sido al[erados sin la autos- j 10'(3 m)-15'(4.6 m)max. Building Designer. (TCTLR) izacicin previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitacia del Los trusses pueden ser descarmento dee trega omenta '� Locate round braces for firs[truss direct) In line 2x4 min. .Same spacing as bottom Note:Some chord and web members Fabricante de Trusses. Ent el suelo en a uel momento de orifi a o 9 Y SECTION A-A q with all rows of top chord temporary lateral restraint chord lateral restraint not shown for clarity. 4, dlmdCyndd05 tempoalmente en COntdCCO con el "'gontaGt the Component Manufacturer for more information or consult a Registered Design Professional for assistance. �r - ti (see table in the next column). C1 guard despues de entre U Si ids trusses estaran �.. x `� c 2.0 c typ 3)BOTTOM CHORD-CUERDA INFERIOR To view anon-printing PDF of this document,visit sbcindust y.com'b guardados para mas de una semana,ponga Coloque los arriostres de tierra para el primer Truss bloquednd0 de d/turd 5uficiente defies de la pita Lateral Restraints-2X4x12'Or Member NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator(if applicable)are truss directamente en linea con cad,una de las professionals with theca capability y g y gproject. de los trusses a 8 haste 10 pies en centro(o.c.). DO NOT store on NO almacene en tierra Brace first greater lapped over two trusses as Pao i to undertake the work the have agreed to nc from an given If the contractor and pr i[needs r3 files de restriccidn lateral temporal de la cuerda =90° assistance in some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures superior(vea la tabla en la prdxima columna). or CUR splice reinforce- q employed will put place SAFELY. . 0 fror trusses stored for more than one week,cover uneven ground. desigual. truss P� Note:Some chord outlined in this document are intended to ensure that the overall construction techniques em I II tthe trusses into - -Rq bundles to protect from the environment. securely ment. and web members These recommendations for handling,installing,restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented " DO NOT walk on unbraced trusses. before Bottom not shown for only as a GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as Para trusses guardados por mas de una semana, erection of chords clarity. superior to the Wilding designer's design specification for handling,installing,restraining and bracing trusses and it does not preclude the cubra los paquetes para protegerlos del ambiente. ` - NO camine en trusses sueltos. E- use of other equhalent methods for restraining/bradrg and providing stability for the waits,columns,floors,roofs and all the Interrelated additional ' structural building components as determined by the contractor.Thus,SBCA and TPI expressly disclaim any responsibility for damages F Refer t0 BCSI***for more detailed information DO NOT stand on truss overhangs until trU88e8. arising from the use,application,or reliance on the recommendations and information contained herein. pertaining to handling and jobsite storage of Structural Sheathing has been applied to - /y trusses. = -__ the truss and overhangs. Diagonal braces every 10 SBC �' Vea el folleto BCSI***para informacidn mas detal- NO se pare en voladizos cerchas hasta truss spaces 20'(6.1 m)max. M. er•wstouarn TRUSS PLATE INSTITUTE lade sobre el manejo y almacenado de los trusses ® Revestimiento estructural ha sido aplicad0 6300 Enterprise Lane•Madison,w1 53719 218 N.Lee St.,Ste.312•Alexandria,VA 22314 en area de trabajo. a la armadura y voladizos. 10'(3 m)-15'(4.6 m)max. 608-274-4849•sbcindustry.com 703-683-1010•tpinsLorg BIWARN11x17 150616 Li.i.LLL,GJE.LLL..V/1r•�(,�sAF r r r r f r r .`.r • r r r r r F r r r r / r W:..3e: ,Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, f:URNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable lawsregulatingconstruction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT," Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. s Signature Signatur OWNER or AGENT NTRACTOR NJ The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before/me this 50 day of ( ,20 ( � ,by day ofM ,/ .20 {�o ,by 1A/1J2 A 6 U r 1�ivho is personally known to G 0$T AyU ti 5PA!"who is personally known to me or who has produced '99 Wk 1 as me or who has produced 19 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: G, � — — — — — — — — - - - Sign: Sign: Print: /` 'rpt ary Public-State of Florida print: '? � . N r blic-State of Florida Ally M Rmplwee Sep 89,2046 Seat '+,� �pP:° Commission#FF 164325 Seal' ''''rFa��o°:;•c Commission#FF 164325 ' Bondedthrough National Notary Assn. °"'� ��``� Bonded through National NotaryAssn. APPROVED BY �I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r 1 � E I M' y ern j a 0 and Civil Engineering Consulting f i l r I 1 < I 6 305.599.8133 �" www.easterneg.com � Eastern Engineering Group 'r" 's' 3401 NW 82nd Avenue Suite 370, Doral, FL 33122-1052 T. 305.599.8133•F. 305.599.8076•www.easterneg.com 9935 NE 13TH Ave Job No: 16-756 CABLE RAILING .... ...... 9935 NE 13th Ave • .. • Miami, FL 33138 ,.:. • ...... ...... STRUCTURAL CALCULATIONS •,' ;,,..: 0 Prepared By: ' par ❑ Raissa Lopez, PE ❑ 410 Pb"-w' Lic. No. 59399 �' 9 64 CAN # 26655 CAI� 6655 S�R ,-TURAL REV VV APPR0V'c D DATE NO. OF PAGES: r ::` Eastern Engineering Group 3401 NW 82nd Avenue Suite 370, Doral, FL 33122-1052 C� T. 305.599.8133 •F. 305.599.8076• www.easterneg.com DESIGN CRITERIA: Calculations based on: 1. 2014 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. Building Code Requirements for Structural Concrete ACI 318-11 4. American Institute of Steel Construction AISC-14ed 5. Aluminum Design Manual 2005 6. Specifications for the Design of Cold-Formed Stainless Steel Structural Members SEI/ASCE8-02 CALCULATION INDEX: 0000 0000 0000.. I Wind Loads •�' 3-4 .00000 0.00.0 0000.. • II RAILING DESIGN •••o•• 5-23 ' :••••• 000. 0000 • • 0000 0000 . • . 0000. . 0000• '5000 0000. . • .. • . 0 . • 6960.. 0000.. 0 . . 00 • 06.00. . 0 ... CALCULATION STATEMENT: To the best of my knowledge, ability, belief and professional judgment, I hereby attest that the manual calculations and computer generated calculations are in compliance with`t0*%1# rR i;ing codes. U f �C,• ,........ i 0 �: M:10 NO ElPrepared By: ❑ Prepared 2:p • Raissa Lopez, PE Gonzalo Pai ; I.- �Q Lic. No. 59399 Lic. No. 6073� R '••••...• • a,`,,�� CA#26655 CA#26655 Eastern Engineering Group =:NwN*) 3401 NW 82NDAVE Tel. (305)599-8133 www.easterneg.com 2:411* Suite 320 Fax. (305) 599-8076 contacts@easterneg.com Miami Florida 33122 .... ...... WIND A � ...... Osseo. -*see- .... . . ..... .e.e.: . so* .. ...... . . . . . ...... .... : ... . . so Wind for Others Structures & Opening Signs Design 6<70% ASCE 7-10 eneral Wind Data: Miami Dade Broward Category I...............V=165 mph........V=156 mph V 175.0 Wind Velocity(mph) Category 11..............V=175 mph........V=170 mph Category III &IV.....V=186 mph........V=180 mph Kzt:= 1.0 Topographic Factor Kd := 0.8 Wind Directionality Factor(see table 26.6-1)ASCE 7-10 ....Kd=0.85 p.g Gust Factor(Flexible Structure) Cf:= 1. Net Force Coefficients Cf(see Figure 29.5-2) Flat-Side Members Rounded Members for E<=0.1 2.0 1.2---------—0.8 for 0.1 to 0.29-----–---—--------------------- 1.8 1.3------------0.9 for 0.3 to 0.7------------------------------- 1.6 Values for Terrain exposure constants a and zg: a:= 11.5 Exposure B----- Value a =7 , Value zg=1200 Exposure C------ Value a =9.5 , Value zg=900 ••• zg:= 700.0 Exposure D------ Value a =11.5 , Value zg=700 • ' .....• eneral Sign Data: • ...... Height of Top of Sign (ft) •"' ..:..• • 25.0 Solidity Ratio of Sign Then.. ...... Z:= if(Z < 15,15,Z) 2 rZ1a K,:= 2.011 —/ Kz= 1.03 `zg qz:= 0.00256Kz•Kzt Kd V2 qz= 68.65 psf Ilowable Design Wind Loads: pz:= 0.6(gz•G•Cf) 1p, 63.02 Gross Wind per Actual Solid Area (psf) pz EQ:= max(Pz 100,10) pz EQ= 15.76 1 Equivalent Wind in Overall Area (psf) Eastern Engineering Group O= ZEastern Engineering Group � 3401 NW 82NDAVE Tel. (305)599-8133 www.easterneg.com Suite 370 Fax. (305)599-8076 contacts@easterneg.com Miami Florida 33122 .00. 0000 0000.. RAILING DESIGN" ' .0000.. 0000.. 0000 . 0000.. 0000.•. 0000 0.00 . �0000� 0000. 0000 . • 00.90: . . 0000. . 0000 0000.. 0000 . 0000.. • . . 0 . 0 0000.. . . 00 00.. . . . • .0000. 0000 : 0000 . post � top rail Area = 1.2500 in^2 Area = 1.7500 in^2 Ixx = 0.1510 in^4 .•••'. Ixx = 0.9115 in^4 •^ " 0 lyy = 0.526Q•in: 4 •. lyy = 0.9115 in^4 Jz = 0.677.1•• * • in 4 ' Jz = 1.8229 in^4 ' Pxy = —0.0*gOV,'in^4...... Pxy = —0.0000 in^4 rxx = 0.3476•in' :000. rxx = 0.7217 in ryy = 0.64$7:11d: •;.•. ryy = 0.7217 in Sxx max = j in^3• 00 ' 0. '• Sxx max = 0.9115 in^3 _ ' ^ Sxx min — 0.301 in:•�••' '..••• ;,,,•; Sxx min = 0.9115 in"3 Syy max — A6260 in�3. : ' Syy max = 0.9115 in^3 Syy min = 0.5260 in^ 3 Syymin = 0.9115in3 Horizontal Cable Railing Design (Top, Post No Bottom Allowable Stresses for Aluminum 6063-T6 6063-T5 6061-T6 6005-T5 (psi) (psi) (psi) (psi) Fb 15000 9500 19000 19000 (Tubes & Shapes) 4800 4800 9000 8000' Fb 18000 11500 24000 24000 (Round & Oval) 5501 — 5500 10500 9000 Fv 8500 5500 12000 12000 Tubes, Shapes & Round 280-0-- 2800 5000 45(10 E 10100 ksi 10100 ksi 10100 ksi 10100 ksi White bars apply to nonwelded members and to welded members at loc. fathers than 1.0 in from a weld Shadded bars apply to within 1.0 in of a weld Allowable Stress for Aluminum Welding: Aluminum Filler Alloy 5356 Fv=7000 psi Allowable Stress for Steel Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb=23760 psi, Fv=14400 psi for Fy=36 ksi E=29000 Ksi .066 Fb=33000 psi, Fv=20000 psi for Fy=50 ksi E=29000 Ks •••••' Allowable Stress for Steel Welding: to • Welding: E-70XX Fv=21000 psi •••��• Allowable Stress for Stainless Steel .••••• ' :•••" Strong and Weak Axis Allowables Stress for Tube Steel Shape: 0 0000 0 .0 0 0 0 0000• 00000 Fb=16216 psi, Fv=9189 psi for (SS 304) Fy=30 ksi E=28000 Ksi "" 0 ..:.0• Fb=34730 psi, Fv=20838 psi for(S32304 Duplex SS)Fy=58 ksi E=28000 Ksi 00 0 •00•.0 000000 Fb=62870 psi, Fv=37720 psi for(S17400-H1150) Fy=105 ksi E=28000 Ksi ::0:: 0 Allowable Stress for Steel Welding: ; ' : 0 • 000a Welding: E318 or E309 Fv=19200 psi 000004 0 • P . . • 000000 Allowable Stress for Wood •• • "'• Strong and Weak Axis Allowables Stress for Lumber No.2 Non Dense(2"-4"thick): • Fb=1350 psi, Fv=175 psi for 2"-4"Wide E=1400 Ksi Fb=1150 psi, Fv=175 psi for 5'-6"Wide E=1400 Ksi DESIGN INFORMATION: Florida Building Code 2014 AISC Manual of Steel Construction 14th Ed, NDS-ASD for Wood Construction 2015,ASCE 27-13 Structural Stainless Steel,Aluminum Design Manual 2015 DESIGN LOADS: Handrail Design Loads: Concentrated Load = 200 lbs. applied at any point in any direction. Uniform Load = 50 plf applied in any direction (other than dwelling units). Guardrail System Loads: Concentrated Load = 200 lbs. applied at any point in any direction at the top of the guardrail (other than dwelling units include a load of 100 lbs applied vertically downward at the top of guardrail). Concentrated horizontal load of 200 lbs applied on a 1 sq ft. area at any point in the system. Handrail Design: Vertical Load + Horizontal Load H,post L L L eneral Data: 48.0 Railing Span (in) HN,t:= 42A Post Heigh (in) eneral Loads: •••• 0000 0000.. • • 16.0 Wind Pressure (psf) :0000. • 9wind•= •• •00000 Pzoo 200.0 Single Concentrated Load (lbs) .....Railing P=200.00, Fence P=0.00 •••"' ;"'•: • '0*000000 0000 • 0000. q5050.Oq Uniform Distributed Load (plf).........Railing q=50.00, Fence q=0.00 "•• .•�•• • •• •• 0000.. .. .• • op Railing Da#a: able Data: • • . . 0000.. 0000.. • 0•"• . 0000. 'FbTR 19000.0 psi FYcable 50000.0(psi •• FvTR:= 5000.0 psi cable 0.187 in SXTR:= 0.302 For Vertical Loads(in3� Ecable 16345000.0 psi SyTR:= 0.521 For Horizontal Loads(in3) ATR:= 1.2 int ost Anchor Data )Post Intermediate Data: FbpT: 19000.0 psi jFbPT.J := 19000.01psi FvpT:= 12000.0 psi FvpTl := 12000.01psi SxpT:= 0.911 For Railings Loads(in3) SxpT.l := 0.9115For Railings Loads(in3) SypT:= 0.911 For Cable Loads(in3) int ApT:= 1.7 int able Design: Icable 48.0 Actual Cable Intermediate Post Span (in) stable 3.0 Cable spacing O.C.(in) LT:= 84.01 Length of cable between anchor points (in) Fps:= 150.0 Applied prestressing Force(Ibs) For Sphere Pass-Through Resistance with w=50 psf through 2 cables &Vertical Actual Deflection Plus Impact Factor-2 2 cable 2 Acable Tc., 4 able= 0.03 in 4 Icable:= 0.707i ab e Tc able= 0.00' in ( 64 0000 Dy:= x F 0.01 • 000.00 0.0000 i • • 0 0 • whsle 4 x Ecable'Acable 4'X2+ Icable2 cable + 48 Ecable'Icable'X + 4'Fps'X N o f 58 4 X44 0.0• Icable V 3 Icable••0.0 0 able•+ 2•x 00000 0 0 0 0 4 X + Icable + IT— Icable Icable ••0Z QOS asin��4 + table %0 0 0 0 •0000 • 0 x <— x + 0.001 000 •• •• •0000• Dy=0.29 ..ia •• ••..:. • •••••• 2 •00• i 000 • • 7T.4 . • 50• 0• Pef•— 4.144 Pef=4.23 lbs scable+ 2.OV 2 co asin 4 + cable 2 Tcable 2PA Ayef 2 Lc+ Ole Fable= 172.72 lbs V able Section Required: Icable 0.9•Fycable - kable.req 4' Fcableseq ' 0.07 in 7 ection Provided. TENSIONcable= lf(kable>kable.req,"O.K.","N.G.") TENS10Ncable= "O.K." �op Railing Vertical Design: ctual Moment for Vertical Loads: Concentrated Load = 200 lbs MTR.200.V•—.- P200TR200.V L 1M - 1920.00 in- lb 5 — Uniform Load = 50 plf MTR50.v:= 0.1012• q50 2 •L2 MTR50 v 971.52 in- lb MTR.V:= Max(MTR.50.V,MTR.200.V) MTRV= 1920.00 in— 1b Actual Shear for Vertical Loads: •*see 9999.. • 9999 . • 90 Concentrated Load = 200 lbs. •• • :999:9 909.6. • *•... 9999.. •••• VTR.200:= P200 VTR.200— 2"Z lbs . • .66. ..99.E .999 • � • 999.. 99.6.: • • Uniform Load = 50 plf. " 00 •0 00 9..066 . . . 999.. • 9 9 90 9999.. • 9 .. • 9 VTR.50:= X150 0.6•I 12 L VTRso= 12 1.00,' lbs ... • • 9 \ w . of VTR-V:= maX(VTR200,VTR.50) VTR.V= 200.00 lbs ctual Axial for Cable Loads: Hpost Tcable•f104 ) PTR.V:= 2 Scable pTRV- 1209.06 's lbs. — ***See Attached Axial and Bending Combined Calculations for Top Railing Vertical Loads �op Railing Horizontal Desi n; Actual Moment for Horizontal Loads: Concentrated Load = 200 lbs P200•L MTR.200.H:= 5 MTR200.H= 1920.00 in— lb Uniform Load = 50rplf 1 MTR50.H:= 0.1012•I g 2 I•L2 MTRSO.H 971.52 in— 1b For Wind Pressure` J H MTR.wind•= 0.1012•C 4 1win44d 2 st L2 MTF-wind= 544.05 in— lb MTR.H•= Max(MTR.200.H,MTR.50.H>MTR.wind) MTR.11= 1920.00 in-�Y • • 0000,• 00 *goes* .00000 Actual Shear for Horizontal Loads: ,00000 000,00 0000.: Concentrated Load = 200 lbs. 0000 , •000 0000 , _ . 0000. VTR.200.H:= P200 I VTR-200.H � � ', I b6 • • •••••• 0000.• • Uniform Load = 50 plf : ' : ;•••;. ""' 0000.• VTR.50.H.= 0.6.19 2 5').L VTR.50.H= 120... lbs '•i For Wind Pressure H VTR.wind:= 0.6'( 1 )44d 2 st L VTR.wind= 67.20] lbs VTR.H:= max(VTR.200.H,VTR.50.H>VTR.wind) VTR.H= 200.00 lbs Actual Axial for Cable Loads: Hpost Tcable'flop P scable TR.H:= 2 TRH=P 1209:56 lbs. **"See Attached Axial and Bending Combined Calculations for Top Railing Horizontal Loads Post Intermediate Desi n: ctual Reactions: Concentrated Load = 200 lbs. RPTI.200 P200 RPTI.200— 200.00 lbs Uniform Load = 50 plf PTI50:= 1.0• X 2) L RPTI.50=„ lbs R . C JI 200.00..... 12 For Wind Pressure din RPTI.wind:= 1.0' gwwin Hpost.1 RPTI.wind= 224.00 lbs 144 ). 1 RPTI maX(RPTI.200,RPTI.50,RPTI.wind) RPTI— 224.00 lbs 00*0 ctual Moment• *see ...... MPTI RPTI-Hpost MPT[= 9408.QQ••�-lb �"•i• ••••i• ctual Shear' •••••. ..... .... .... . . VPTI:= RPTI ]Vpr1= 224.00 VN. •••••i •••.•• • ection Required: ' Bending Design: Section Modulus Required: •• ' ••� MPTI SPTI.xx SPTI.xx 0.5 in3 FbPT.I Shear Design:Area Required: 1.5•VPTI 2 APTI.xx APTI.xx = 0.03 in FVPT.I ost Intermediate Section Provided: BENDINGPT.1 := If(SPTI.xx >_ SXPT.I,"N.G" "OK" BENDINGPT,1 "OK" SHEARPT.1 if(APTI.xx > APT.1,"N.G" "OK" SHEARPT,1 = "OK" "`'. Post Anchor Along , X-X Axis Desi n: ctual Reactions: Concentrated Load = 200 lbs. RPT.200 P200 JRPT.200=200.00 lbs Uniform Load = 50 plf .,..,,,.,__........... RPT.50:= 1.0• 12(q5o).L Rpt 5Q= 200.00 lbs For Wind Pressure R 1.0• gwind). I H L R .w = 2224.00 lbs PT.wind•= 144 Posf PT.wind RPT.xx maX(RPT.200,RPT.50,RPT.wind) RPT.xx= 224.00 lbs ctual Moment: •�". • 0000.. M PT.xx RPT.xx'HpostM Pr.xx= 9408'M 'in - I ti 000 ••• •:• 000.0. ...•.� Actual Shear: •••• • •0000' 0000• 0000 • V = R [7p-T.;7 224.Of1• ••Vbs. PT.xx••— PT.xx �� ,� •..••• •0000• 0 �• action Required • • : 0000 00 ••'••• . , 0000.. Bending Design: Section Modulus Required: '.•• : •••4 ; ' 0 *0 MPT.xx SPT.xx-= SPT xx= 0.5 ' In3 FbPT Shear Design:Area Required: 1.5•VPT.xx 2 APT.xx APT. 0.03 In FVpT Post Anchor Section Provided: BENDINGPT.xx:= if(SPT.xx i SxpT,"N.G" ,"OK") BENDINGpT.xr SHEARPT.xx= if(APT.xx> APT,"N.G" "OK") SHEARPT.xx= "OK" Post Anchor Along Y=Y Axis Design Cable Tension): Actual Moment• Hpost Tcable'floo Hpost scable MPT.yy:= 8 MPT.yy= 1269TI3 in— Ib ctual Shear: Hpost Tcable'floo V 2 PT;w scable PT.yy V 1209.06 lbs. •= = ection Required: Bending Design: Section Modulus Required: MPT.YY SPT.yy SPT yy= 0.67 in3 FbpT Shear Design (Area Required) 1.5•VPT.yy 2 APT.yy:= Apj•.yv= 0.15 in FvpT Post Anchor Section Provid419*1 ed: BENDING yy:= if(S yy>: S "N.G" "OK") BENNK — "OK"" • PT. PT. YPT, ClPT.y�� •.• •1111• •1101• • • 0110•• SHEARPT.yy:= if(APT.yy>APT,"N.G" "OK") SHEARpT: 3 K" . 1111.. 1111 1111 . . Post Anchor Combined Stress Bending at Hpostl2 "" "" 1111.. 1111 1111 1111.. MPT.xx .too as • • fbPT.xx.0.5H — 2SX fbPT.xx.0.5ii- 51(0.72 •psi • ••.•i• PT _ .1 .00.0• • • • 0001•• fbPT.yy:- MPT.yy fbPT.yy= 13927.74 psi •• SYPT IEPT:= fbPT.xx.0.5H + fbPTyy IE 1.001.00 I ) FbPT FbpT COMBINEDpT:_ "N.G." N.G. ]COMBINED pl " " "OK" if I >_IEpT )Post Anchorage to Concrete: P.vertical P.horizontal H,post f2 F a P h.ef h a P1 fl �- c.a1 D.grout B.post B.grout D.post ost Data; Bpost:= 2.0 Post Width (in) Post Depth (in) Fh—,r—.=-4--Oq Post Embedment(in) Cal 4,0 Minimum Edge Distance(in) • ...... . ...... rout Size Data: I •••••• .... .... . . • .... .... ..... Bsrout:= 2.6 Equivalent Grout Width (in) ...... . • •,•• .. .. .. .. ...... Dgrout:= 2.6 Equivalent Grout Depth (in) ...... .' . . . . ...... fcg,.o„t:= 10000.0 Grout Strength (psi) • • �•��" •..••. Concrete Slab Data: fcconcrete 4000.0 Concrete Strength (psi) do:= 3.0 Hold diameter(Grout Diameter)(in) ha:= 6.0 Concrete Slab Deep(in) Equivalent Actual Horizontal Load at Top Railing Height Pd Pd:= RPT.xx IN= 224.00 lbs Arm Effect: 2•hef2+ 3•Hpost'hef a:= in 3•hef+ 6.Hpost Pd.a2 P2:= p2= 3808.85 lbs hef•(2•a— hef) PI := P2— Pd PI = 3584.85 1 lbs Mextemal Pd•(Hpost+ a) Mexternal= 9862.79, lbs— in Mintemal P2.3'a+ PI 3'(hef— a) Mntemal = 9862.79 lbs— in Vu:= 1.6•(max(Pl,P2)) IVu 6094.16 lbs . . 000: ...... ...... . ...... ***:Oo .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... .. . •oe Stress Analysis Between Post and Grout: 2•P2 f2.grout:= 1.6 f2,.,= 3001.60 psi a•Bpost 2.P1 fl. out:= 1.6 fl.,rout= 2912.00 psi (he — a)'Bpost g Bearing Stress for Grout Fpgrout:_ [0.65•(0.85fcgrout)]'1.5 Fpgrout= 8287.50 psi Stressgrout:_ "N.G." "O.K." if max(fl.grout,f2.grout) <Fpgrout Stressgrout= 'T,77," Stress Analysis Between Grout and Concrete: 2•P2 f2.concrete:= 1.6 f2.concrete= 2265.36 psi a•B grout 2.P1 fl.concrete:= 1.6 fl.concrete— 2197.74 psi (hef— a)'Bgrout Baring Stress for Concrete 71 0000 . . .... ...... Fpconcrete= [0.65•(0.85•fcconcrete)]'1.5 Fpconcratas x 15.00 p3i••• • 0000•• 0000•• • • • 0000•• 0000 0000 • • Stressconcrete _ "N.G." •••• •••• ••:••• 0000•• 0000• "O.K." if max fl.concrete,f2.concrete Fpconcrete • • •• •• • •• •• •• •• 0000•• • StreSSncre�e O K• • •••• • 0000 • • • 0000•• Shear Analysis-Concrete Breakout Strength: Avco:= 4.5•Ca,2 Avco= 72 int AV,:= 2•(15Ca,)•ha if ha< 1.5•Caj Avc = 72.00 int 2•(1.5•Caj)•(1.5•Cal) if ha>_ 1.5-Cal v.= 1.0 Modification factor for edge effect Modification Factor in No cracked concrete at service loads yc.v=1.4 Modification Factor in cracked concrete with yic.v=1 w/ No supplementary reinforcement. yrc.v=1.2 w/ Supplementary reinforcement of a No 4 Bar between the anchor and the edge. yfc.v=1.4 w/ Supplementary reinforcement of No 4 Bar and stirrups spaced at not more than 4 in le:= if(hef> 8•do,8•do,hef) F= 4.00 In 10.2 Vb:= 7-[(ae I fcconcrete'Ca11 5 Vb= 6497.8 lbs. o Avc Vcb:= ,�ed.V•*c.V-Vb Vcb= 9096.92 lbs. Avco 0.7 Conditions Vcb1630$4 lbt•"• "'•;• �=0.75 w/ Supplementary reinforcement are crossing ;...;. •9 concrete failure prism. ...... . ...... �=0.70 w/ No supplementary reinforcement are crossing ••• :....: concrete failure prism. .... .... . . .... .... ..... ...... . . ..... BREAKOUT,hear if(VU> (�•Vcb,"N.G.","OK"� BREA"",,,= "OK" �• . . . • •.•.•• . . ...00: Shear Analysis-Concrete Burst-Out Strength: Calc Cal Calc= 4.0+1 in "N/A" if ha< Cal otal Cone Area for Failure P ane Acone.total V L'Calc'7T'I Calc— D2 ut + B grout) Ace.total= X1.{19 in Pone Area for Failure Plane at Post r 2 Acone.post �•I Bgoutl Tr �one.post= 7.50 in 2 J final Cone Area for Failure Plane Acone.total— Acone.post 2 Acone.final 2 Acone.final= 31.64 in final Area for Failure Plane Vcone.cb 4 Poconcrewkone.final Vcone.cb= 800 13 lbs Conditions 4Vece (3 8 lbs one �=0.75 for Any Condition •'�•• ...... .... .... • . BURSTOUTshear if(Vu> (�Bff Vcone.cb>"N.G.","OK") BURS f shear= ,� ••i •• •• •• •• •• •••••• • • • • •••••• gads Data: Aluminum Column Moment &Axial Desi n Axial in Column(kips) or Rect. Tubes & Struct. Shapes M := 0.1 X-X Axis Moments (kips-ft) ror Temper Designation T-5, T-6 X MY:= 0.1 Y-Y Axis Moments (kips-ft) eneral Data Lb 7-4. Unbraced Length of Column (ft) K:=-1-o-4 Effective Length Factor Coeficient for Compression Members Kc=1.12 Non welded Kc=1.10 Welded Coefficient for tension Members Kt=1.00 F77-59 59 Safety Factors na:= 1.2 Com:= 0.8 Reduction Coefficient Cm=0.85 if Not Sidesway& Ends Restrained against Rotation CmY:= 0.8 Cm=1 if Not Sideway& Ends Unrestrained against Rotation olumn Material Data: E:= 10100.0 Aluminum Modulus of Elasticity(Ksi) Compressive Yield Strength of Aluminum Column (Ksi) 9 4 . . . 66 Tensile Yield Strength (ksi) .0�. � :00.:.6600 0094. •. .46.6•. 6.. . 6666.. FT:= 42.0 Tensile Ultimate Strength (ksi) 0 6 0 0 0 0 00.460 666. 0000 . 4 ection Data: •••• •••• ••••• 6666.. . . 90049 F,770-.-1-51 Moment of Inertia of Column X-X Axis Around Strong Axis (in A4)0 0 "•••0 6666.. . 6 0 . . . I 0.526 Moment of Inertia of Column Y-Y Axis Around Weak Axis(in^4)• 0 :...:9 00000 9 • • 4 . 6666.. .6 9 606 6 6 Area of Column (in^2) 0 • S := 0.3021 Elastic Modulus Section X-X Axis Around Strong Axis (in^3) Elastic Modulus Section Y-Y Axis Around Weak Axis(in^3) Shortest Angle Leg(in) Thickness of Angle(in) ormulas for Buckling Constants for Columns & Beams Flan es 1 F 3 _ cy Bp. Fcy 1 + 11.4 Bp 45.043 ksi 1 2 DP 10 ( EB p) Dp= 0.301 ksi B Cp:= 0.41--P £p = 61,395 D B — nu Fcy P Kc•n S1 := y ,S1 = 5.287 5.1 Dp C S2 := 5.1 p S, = 12.038 Pending Around Strong Axis X-X Fbx:= m 4F'y , Ftu IF = 21.212 ksi 0060 n Kt•n U) • • • Pending Around Weak Axis Y Y "•••• • .... .... . . 1.3Ft 1.42Ftu '•.' '.•••: ..•..• F := min y F — 27.57Ci .:1 j •• by nY , �nU by . ' : . • •••.:. Check Axial Stress fAr := rX adius of Gyration X-X Axis (in) fAry:= ry Radius of Gyration Y-Y Axis (in) r:= min(rx,ry) r= 0.348 Radius of Gyration Minimum (in) SR:= b t SLENDERNESS := if(SR<_ 120,"OK" ,"NG") SLENDERNESS "OK" F Fa:= cy if SR<— S1 IF, 16.805 Allowable Compression Kc•ny Stress (ksi) n1 (• Bp— 5.11) SR) if S1 < SR<S2 u 7r2•E if SR>_ S2 nu•(5.1SR)2 • too •••••• • • •••••• fa:= P 0 •••.,.• fa = 0.968 ksi • • •••• •••• ••••• AXIAL:= "N.G." AXIAL "OK" •• •• •• • i •••.• "OK" if fa<_ Fa .••••• •• • . • • 0 • • Check Moment Stress MX,12 fbx:= fbx- 6.356 ksi Sx M •12 fby:= S fby = 3.65 ksi Y Check Strength Interaction E uation zr2 E ex:_ K•Lb.12 2 F'ex= 2.68 ksi nu rx 7T E F _ ey K•Lb.12 2 F'ey= 9.336 ksi nu ry IEstrength fa a + fbx + fby if fa <_0.15 Fa Fbx Fby Fa a + mx fbx + my by if a >0.15 IEs en If 0,4q••••• ••w•.• • •• • . . • Fa 1 — Ffa Fbx I — fa Fby Fa •..�.• i.•.•. •w.•i• ex eY •••••• • •••• •••• • • BENDING := BENDING '+•�—r'�')K" • • ••i.•� Strength' StTen�twl'!•* w••w w i ••••.• "OK" if IEstrength< 1 •• • W oIt Wh N (\QL ` U V Z3m m WC) U N r z(D 3 Zi U � � o Q 99QO) 5 NEIQ) TH AVEOHMw 9935 NE 13th Ave , zo Miami EL 33138LU • • • d ox z •• • • r • q • �M MISC . SHOP DRA WING ' INDEX OF DRAWINGS w .. cn SHEET DESCRIPTION N .. SD-0.0 COVER PAGE = acl,' SD-0.1 GENERAL NOTES `r m SD-0.2 KEY PLAN w `" > L RECEIVED SD-1.0 RAILING ELEVATION v Z OE 03 2011cv) co BY: � o�.F�o ' 0015344 :•� ,oa=g$o.�s3 S 1Z —'" Miami Shcres Village d5�ao= These Shop Drawings APPROVED BY DATE with the design intent. ,•�°��d o, �' � g€§g Approved W �'��a dy 00 .� ZONING DEPT � i� pp Comm z/ ents y y . O Approved W/O Comments =z BLDG DEPT w m EWI('1Pi_ E) AL p ,F .'o crr,i�I D Redraw & Resubmit �Lo • o, 31 - - - ......... bd GENERAL NOTES 18. EASTERN ENGINEERING GROUP HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014. COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.THE EXISTING STRUCTURE MUST 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE (D AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH Z APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. LOADINGS. W g 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE 19. ELEMENTS WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BY LU o 0 CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING AND (D Q_UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. SPECIFICATIONS. �� Wa `1° Z O R u- ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT W Q� N M EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 20. FLORIDA BUILDING CODE, 2014 EDITION LOADS: Z 3 REPAIR OR REPLACE ALL DAMAGES. z N RAILING: cn 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS P=CONCENTRATED LOAD OF 200 # IN ANY DIRECTION AT ANY PLACE OF TOP MEMBER. c OBTAINED. W= DISTRIBUTED LOAD OF 50 PLF AT TOP MEMBER W WIND LOAD AS PER ASCE 7-10 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO KD=0.85, CATEGORY 2 0 COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. WIND VELOCITY AS PER ASCE 7-10 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. MIAMI-DADE BROWARD CATEGORY 2 ------175 mph ------------170 mph s 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 21. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. W Zo ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. M' 2 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, �� • • rn¢ tl v, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT 22• THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECI_"RAI •• a ^� y t • a �_ PROPERTIES. DRAWINGS. •• Wj- 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR 23. ALL DIMENSIONS TO BE SITE VERIFIED. •••• • NOTIFICATION TO THE OWNER. • . 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR ...... . . . .. . .• .. .. .. . THE SEQUENCES AND PROCEDURES TO BE USED. •••••• • 11. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY 1. ALUMINUM SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON TIDE :• u) • REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH DRAWINGS: o• ¢ 3 M CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 4 a 5 , TYPE Fb Fb WELDED) Fv Fv,WELDED o Z STARTING WORK. 6061-T6(TUBES & SHAPES) 19.0 KSI 9.0 KSI 12.0 KSI 5.0 KSI w N 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY 6061-T6(ROUND & OVAL) 24.0 KSI 10.5 KSI 12.0 KSI 5.0 KSI z DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR CO cu X REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING 2• WELDING: ALUMINUM ALLOY 5356. CLEANING: SSPC-SP2 "HAND TOOL CLEANING". rn BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT W 3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. , . jTjt_ ALKALI-RESISTANT COATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR WATER= � 13. CONTRACTOR TO VERIFY THE LOCATION OF ANY EXISTING UTILITY LINE AND IMPROVEMENTS, AND METHACRYLATE LACQUER. Fto SHALL BE RESPONSIBLE FOR REPAIRS FOR ANY DAMAGE AS A RESULT OF THE WORK. rte. ® W w W o<= ID 4. ISOLATE DISSIMILAR MATERIALS WITH ALKALI-RESISTANT COATINGS, SUCH AS HEAVY- ��IED o a �a = ax _ 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. sa�aoW 15. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN 3 V, X a - ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE �! 6 Wm' `aW$W SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL o Drawings (' F" }, a Ufa>a These Shp g �m.� a��mWj ®p,RC�� a S3j b=oA��pgsaz DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF '� ' w .� DRAWINGS WILL RESULT IN ADDITIONAL COST. with the design intent. 01 v � IQIM,'<"� CO16. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH Approved W/Comments �Z;O �yay ;� SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. Approved W/O Comments -- 17. EASTERN ENGINEERING GROUP HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDEDm' O DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A COMPETENT LICENSED 0Redraw & Resubmit •• �F,L � � $16 DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLICABLE NATIONAL AND FLORIDA '��� •••.•••••3• BUILDING CODES. C� Z 1531 co V J x m Z O W Q Go ^ m A-- ------- ---= SCOPE OF WORK-=----- -- --- --------- c SEE SD-1.0 W zo W �o o • • a •• • • • r 9• DR. A KEY PLAN RIGHT-SOUTH ELEVATION ' . . . SD-0.2 N.T.S '00000 00.90. • . . . . .. .. . .. . . . W :0 y� cn • • LT � M N • Q • • • 3 � •• • .. S0- �• Q � E AR r!► o W � a Z as Y '— W c� 'cv x c rn � rn OF•Flo C. D,���Q :9 Wx W. — -- _ -- --------- f - f --------------- SCOPE OF WORK �sgo��sm SEE SD-1.0 k� AR0015344 p es=p ._I"T."—.-.�.f..�..,_.____•-.:-1. 1; f '��-` ■ ■ � '`� 'b'!C� �;<��G3owt^ t 1 f f i I i ►, , t �� RED x f = k f f; ---- --: ----- • These Shop Dingm ,�� igpz �, d 1 1 1 1 f A f —y. � ■ raws co1 111 0�� 49 . .■... O,S ■ ■ , f! k W with t o e design intent. ^,�r� •� aw»" . w gApprove-cl W/Comments z�'•o yd pproved W/O Comments Z �° B KEY PLAN LEFT NORTH ELEVATION O Redraw & Resubmit � m • SD-0.2 N.T.S :� •. '� � 0.00 • LJ�� • �nnll 1 3 4'-o'(MAX) (3) ? TO REJECT W M A 3" SPHERE z w^ o 0 (1) Lu a� (1) Or z L co M (2) II d ° II II < d a (4) W N o < ° 4° °d e ° < ° d < °d < ° < ° • Of< V; • • O < 4 ° ° d° ed a d ° � • ••• '• p�' rM � • a ° ° d • o. ° ° •• • d •• fpm ° < - •••••• • •�• d • e a d E d •••••• • 'A 4 .... Igo sov .. .. •• A CABLE RAILING ELEVATION 1 SECTION •' ,• • SCALE: 3 4"=1'-0" SCALE: 1"=1'-0" : .'. Q 3 SD-1.0 / SD-1.0 •• •• � Q m 12 0 c g s 0 LL Z d cW Z X Mof cu � c . . ,� se Shop C �° with te LUA a h� en -7 LEGEND: L-1 i�edruw,& Resubmit (1) RT2X2Xj ALUMINUM POST, ALLOY 6061-T6 • ' � <=o ¢p�Wg " ���s��ao�!a (2) 0j" ALUMINUM CABLE SPACED 03 O.0 �,•, AR0015 ���=�«��a �<. (3) RT2X1 Xj ALUMINUM TOP RAIL, ALLOY 6061-T6 A 2 • �a=-MM (4) 03" CORE DRILL 4" DEEP, W/4" MIN. EDGE DIST. TO EDGE ; A�•. , . �'� t WW�NWgz OF CONCRETE, SET POST IN NON-SHRIK 10,000 PSI GROUT. REp ARG 01S W € �� • \y ❑❑ a o M 6� O A • + • � c A • i 1R V�12 •► ,A to `•••••••• •• ••wm'4 ``0 fjf f a