Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutREVISION - BUILDING PERMIT - ENERGY COUNTSOFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: RECEIPT # SGANNE BY PLANNING & DEVELOPMENT SERVICES St. Lucie County BUILDING & CODE REGULATION DIVISION RKENED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 SEp 11 pQlg (772) 462.1553 Permitting Department APPLICATION FOR BUILDING PERMIT REVISIONS St. Lucie County PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: e 8J e- .L Gi ti C.o u ,-J'/y CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: ST. LUCIE CO CERT. #: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: CITY: /DSC STATE: PHONE (DAYTIME: Z B / - 9-y �' FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: ZIP: ZIP: SLCCC: 3/09 ®V I S I Revised 0616/30/17 Rnw�`� FORM R405-2017 FLORIDA ENERGY E&ICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE THE WINDSOR 37 Builder Name: WYNNE DEVELOPMENT Street: 37 CALLE DEL LAGOS Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: 1906-0169 Owner: Jurisdiction: Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1432.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1224.00 ft2 b. Frame - Wood, Adjacent R=11.0 208.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1753.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1753.00 ft2 6. Conditioned floor area above grade (ft2) 1753 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. WA - R= ft2 11. Ducts R ft2 7. Windows(151.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 245 a. U-Factor: Sgl, U=1.04 111.36 ft2 SHGC: SHGC=0.29 b. U-Factor: Sgl, U=1.11 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC s SHGC=0.27 a. Central Unit 34.8 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.850 ft. Area Weighted Average SHGC: • 0.285 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1753.0 sgft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1753.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.086 Total Proposed Modified Loads: 51.04 PASS Total Baseline Loads: 53.86 1 hereby certify that the plans and specifications covered by Review of the plans and Z$E S7,,1? this calculation are in compliance with the Florida Energy specifications covered by this No _ t'0 Code. i dica m Jjance anc,ePREP ; �,�.�„ '' '- _ ' a er Y Y:n Econcs i� coeDATE: ko w be hip compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. tt with the Florida Energy Cade. COD WEB OWNER/AGENT: BUILDING OFFICIAL: DATE: Z$ DATE: Compliance requires certification by the air handler R1nrt of rer at t eatqnclosure qualifies as certified factory -sealed in accordance with R403.3.2.r�1. - Compliance requires an Air Barrier and Insulation Inspection rR402.4.1.gE�B�s project requires an envelope leakage test report with envelope leakage no greater A (RE IE,VED FsEP 11 2019 ' CODE COMPLIANCE Permitting Department St. Lucie County ST. LUCII/E,,pp++C//++OU.JTY 6£ttuEtti 10 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FB0017) Compliant Software Page 1 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 5 PROJECT ` Title: WYNNE THE WINDSOR 37 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1753 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WYNNE DEVELOPMENT Rotate Angle: 0 Street: 37 CALLE DEL LAGOS - Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Entire House 1753 14024 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 MASTER BEDROO 224 1792 No 0 1 1 Yes Yes Yes 2 WIC 63 504 No 0 1 No Yes Yes 3 MASTER BATH 56 448 No 0 1 Yes Yes Yes 4 M. BATH 61 488 No 0 1 Yes Yes Yes 5 LAUDRY 36 288 No 0 1 No Yes Yes 6 BEDROOM 2 180 1440 No 0 1 1 Yes Yes Yes 7 DINING/GREAT R 588 4704 No 2 1 Yes Yes Yes 8 KITCHEN 209 1672 Yes 0 1 Yes Yes Yes 9 BATH 50 400 No 0 1 Yes Yes Yes 10 HALL 25 200 No 0 1 No Yes Yes 11 FOYER 92 736 No 0 1 Yes Yes Yes 12 BEDROOM 3 169 1352 No 0 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio MASTER BEDRO 37 ft 0 224 ft2 _- 0 1 0 2 Slab -On -Grade Edge Insulatio WIC 1 ft 0 63 ft2 -- 0 1 0 3 Slab -On -Grade Edge Insulatio MASTER BATH 8 ft 0 56 ft2 -- 0 1 0 4SIab-On-Grade Edge Insulatio M. BATH 7 ft 0 61 ft2 ___ 0 1 0 5 Slab -On -Grade Edge Insulatio LAUDRY t ft 0 36 ft2 ___ 0 1 0 7/31/2019 1:09 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 1 FLOORS ` # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 6 Slab -On -Grade Edge Insulatio BEDROOM 2 1211 0 180 ft2 0 1 0 7 Slab -On -Grade Edge Insulatio DININGIGREAT 50 ft 0 588 ft2 _- 0 1 0 8 Slab -On -Grade Edge Insulatio KITCHEN lift 0 209 ft2 0 1 0 9 Slab -On -Grade Edge Insulatio BATH 5 ft 0 50 ft' _- 0 1 0 10SIab-On-Grade Edge Insulatio HALL 1 It 0 25 ft' ___ 0 1 0 11SIab-On-Grade Edge Insulatio FOYER 9 it 0 92 ft2 0 1 0 12SIab-On-Grade Edge Insulatio BEDROOM 3 14 ft 0 169 ft' __ 0 1 0 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Metal 1847 ft2 0 ft2 Light N 0.4 No 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1753 112 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) MASTER BEDRO 30 Blown 224 112 0.1 Wood 2 Under Attic (Vented) WIC 30 Blown 63 11:2 0.1 Wood 3 Under Attic (Vented) MASTER BATH 30 Blown 56 112 0.1 Wood 4 Under Attic (Vented) M. BATH 30 Blown 61 ft2 0.1 Wood 5 Under Attic (Vented) LAUDRY 30 Blown 36 ft2 0.1 Wood 6 Under Attic (Vented) BEDROOM 2 30 Blown 180 ft2 0.1 Wood 7 Under Attic (Vented) DININGIGREAT 30 Blown 588 ft2 0.1 Wood 8 Under Attic (Vented) KITCHEN 30 Blown 209 ft2 0.1 Wood 9 Under Attic (Vented) BATH 30 Blown 50 ft' 0.1 Wood 10 Under Attic (Vented) HALL 30 Blown 25 ft2 0.1 Wood 11 Under Attic (Vented) FOYER 30 Blown 92 ft2 0.1 Wood 12 Under Attic (Vented) BEDROOM 3 30 Blown 169 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Ext InMASTER BE 4.1 16 0 8 0 128.0 112 0 0 0.3 0 2 W Exterior Concrete Block - Ext InddASTER BE 4.1 7 0 8 0 56.0 112 0 0 0.3 0 —3 N Exterior Concrete Block - Ext InSdASTER BE 4.1 14 0 8 0 112.0 112 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsMASTER BA 4.1 8 0 8 0 64.0 112 0 0 0.3 0 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1)- FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS ` V Adjacent Cavity Width Height Sheathing Framing Solar Below Space 5 S Exterior Concrete Block - Ext InsuM. BATH 4.1 7 0 8 0 56.0 ft2 0 0 0.3 0 6 S Exterior Concrete Block - Ext In$EDROOM 2 4.1 12 0 8 0 96.0 ft2 0 0 0.3 0 7 N Exterior Concrete Block -Ext InMNING/GRE 4.1 30 0 8 0 240.0 112 0 0 0.3 0 8 W Exterior Concrete Block - Ext InMNING/GRE 4.1 20 0 8 0 160.0 ft2 0 0 0.3 0 9 N Exterior Concrete Block - Ext InsuKITCHEN 4.1 11 0 8 0 88.0 ft2 0 0 0.3 0 10 S Exterior Concrete Block - Ext Insul BATH 4.1 5 0 8 0 40.0 ft2 0 0 0.3 0 _ 11 E Exterior Concrete Block - Ext Insul FOYER 4.1 8 0 8 0 64.0 ft2 0 0 0.3 0 12 E Exterior Concrete Block - Ext Insul FOYER 4.1 1 0 8 0 8.0 ft2 0 0 0.3 0 13 N Exterior Concrete Block - Ext InfiEDROOM 3 4.1 13 0 8 0 104.0 ft2 0 0 0.3 0 14 E Exterior Concrete Block - Ext Ind3EDROOM 3 4.1 1 0 8 0 8.0 ft2 0 0 0.3 0 15 N Garage Frame - Wood BEDROOM 3 11 26 8 208.0 ft2 0.23 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated FOYER None .32 3 3 6 8 21.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. _ / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 3 Metal Low-E Single Yes 1.04 0.29 N 32.4 ft2 1 It 0 in 1 ft 4 in Drapes/blinds Exterior 5 _ 2 S 5 Metal Low-E Single Yes 1.04 0.29 N 6.9 ft2 1 ft 0 in 1 ft 4 in None None 3 S 6 Metal Low-E Single Yes 1.04 0.29 N 16.2 ft2 1 ft0 in 1 ft 4 in None None 4 N 7 Metal Low-E Single Yes 1.04 0.29 N 39.8 ft2 1 ft 0 in 1 ft 4 in None None 5 W 8 Metal Low-E Single Yes 1.11 0.27 N 40.0 ft2 8 It 0 in 1 ft 4 in None None 6 N 13 Metal Low-E Single Yes 1.04 0.29 N 16.2 ft2 1 It 0 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 806 ft2 806 ft2 26 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1636.1 89.82 168.92 .1233 7 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM ` t # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr cfm 0.85 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / — Supply — — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 245 ft' Attic 55 fY Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programabl[e Ceiling Fans: ]Thermostaft:,]Y Heat ng [X] Feb Jan Mar [ ] L J Apr I D(� Jri un [ ]Jul D(� [ ]Aug rX� [ ]Sep [ ] L 1 Oct Nov Dec Venting [[ 11 Jan (] Feb I J X Mar lxl J May Jun [) Jul [) Aug I 1 Sep lXl Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coaling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT t MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 MASTER BEDROO Default(8 lbs/sq.ft. ft' ft 0.3 WIC Default(8 Ibs/sq.ft. ft' ft 0.3 MASTER BATH Default(8 lbs/sq.ft. ft' ft 0.3 M. BATH Default(81bs/sq.ft. ft' ft 0.3 LAUDRY Default(8 Ibs/sq.ft. ft' ft 0.3 BEDROOM 2 Default(8 Ibs/sq.ft. ft' ft 0.3 DINING/GREAT R Default(8 lbs/sq.ft. ft' ft 0.3 KITCHEN Default(8 lbs/sq.ft. ft' ft 0.3 BATH Default(8 lbs/sq.ft. ft' ft 0.3 HALL Default(8 lbs/sq.ft. ft2 ft 0.3 FOYER Default(8 Ibs/s A. ft' ft 0.3 BEDROOM 3 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 6 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WYNNE THE WINDSOR 37 Builder Name: WYNNE DEVELOPMENT Street: 37 CALLE DEL LAGOS Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: 1906-0169 Y U Owner: Jurisdiction: w x Design Location: FL, Fort Pierce c1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with n any dropped The insulation ided ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind nonino ndWrino Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snrqnkler cover niateg and walls or cellinas a. In addition, Inspection of log walls shall be in accordance with the provisions of ICC-400. 7/31/2019 1:09 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 34.8 a) Split system SEER 15.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1753 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 1.058 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.285 14. Heating system: Capacity 34.8 c) Area 7c. 151.4 a) Split system heat pump HSPF 8.5 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE 0 Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.97 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec0/o B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1081. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: 9- 6e. -/ 9 Address of New Home: 37 CALLE DEL LAGOS City/FL Zip: FT. PIERCE. FL 7/31/2019 1:09:29 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 RE: M11392 MiTek USA, Inc. THE WINDSOR 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Wynne Dev Corp Project Name: M11392 Lot/Block: Model: 71 Carlton 3 Bedroom Rear Porch Address: unknown City: St. Lucie County Subdivision: State: FL SCASN�NED St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 15 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 1 T16686490 Truss Name a Date 4/3/2019 j� p� CT®R CO ®N��P 2 T1668649 al 4/3/2019 S 3 T16686492 a2 4/3/2019 REVIEWED FOR CODE COMPLOANCE 5 T16686494 a4 4/3/2019 6 T1668649 a5 4/3/2019 image LUCIE GOUTY 7 T16686496 ata 4/3/2019 8 T16686497 b 4/3/2019 BOCC 9 T16686498 bha 4/3/2019 , 10 T16686499 gra 4/3/2019 11 T16686500 jl 4/3/2019 12 T16686501 j3 4/3/2019 13 T16686502 j5 4/3/2019 14 T16686503 j7 4/3/20'19 15 T16686504 kj7 4/3/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ��N-(ER rP,�%i��,, based on theparametersChambers Truss. Design NameedFby Engineer's'•��GENSF;ti My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 . No 22839 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs These designs based Z comply with ANSI/TPI 1. are upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were STATE OF 441 •�� given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the i� ,�. of 1��(.'•. 4 N ` preparation these designs. MiTek has not independently verified the applicability of the design O R IV -'* :� tS designs Before the building iand building. %� ��SN shou parametersrticular use, A; ��, d verify applicability of design properly incorporate designs into the overall building design per ANSI/TPI 1, Chapter 2.. Wafter P:Enn PE No.22839 MITek USA, Inc: FL Cart 66N 69D4 Parke East Blvd. Tampa FL33610 April 03, 2019 nNo 1 of 1 Finn, Walter Job Thus Truss Type Oty Ply THE WINDSOR T16686490 M11392 A HIP 1 1 Job Reference (optional) Chambers buss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industnes, Inc. Wed Apr 3 10:18A3 2019 6 4.00 12 4xB = 2x3 II US = 44 = 2X3 4 26 5 6 7 27 4xB = 2a3 // 8 9 Scale - 1:60.5 �o io 3x4 = 3x4 3x6 = 6.8 = 3x4 = 3z8 = 3x4 = W = Plate Offsets (X,Y)-- f2:0-0-14 Edgel 14:0-5-4,0.2-01 18:0-5-40-2-0I 110:0-0-6 Edge) V LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.42 12-23 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.3712-23 >659 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.03 10 r/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 161 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (11 ize) 2=433/0-8-0, 15=1596/O-B-0, 10=669/0-8-0 Max Hoa 2=-97(LC 10) Max Uplift 2=-235(LC 12), 15=-1439(LC 12). 10=-799(LC 12) Max Gray 2=467(LC 17), 15=1596(LC 1), 10=685(LC 22) FORCES. (Ib) -Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/108, 3-4= 396/0, 4-5=-967f/76, 5-7=-967/776, 7-8=-454/938, 8-9=-1009/1884, 9-10=-1265/2154 BOT CHORD 2-17=0/652, 15-17=0/430, 14-15=-704/454, 12-14=-1586/938, 10-12=-1971/1174 WEBS 3-17=-372J461, 4-17=-272/451,4-15=-1087/1002,5-15=-336/386, 7-14=-766/399, 8-14=-580/997, 8-12=-958/447, 9-12= 358/600, 7-15=-1329/2190 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 4-5-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11; Exit C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0. Exteriar(2) 26-0-0 to 30-11-6. Interior(1) 30-11-6 to 36-0-0 zone; porch right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 235 lb uplift at joint 2, 1439 lb uplift at joint 15 and 79916 uplift at joint 10. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 69041 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 QWARN/NG-vetlly design parametemand READ NOTES ON THISAND INCLUDED M7TEKREFERANCEPAGENST4"my. fafa2015B£FOREUSE. Design volld for use only with MOek® connectors. This design is based only upon parameters shown, and Is for an Individual bulltling component, not a huss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regording the fabrication, storage, delivery, erection and bracing of husses altl fnxssystems, seeANSVIPII Cual Criteria, D5549 and DC51 SuldED Component 69M Parke East Bivd. Safety Informatbmvoeobie from Truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexantltlo. VA 22314. Tampa. FL 33610 Job Truss Truss Type aY Ply THE WINDSOR T16686491 M11392 Al SPECIAL 1 1 Job Reference o from russ, mc., Fort rlerce, FL 8.240 s Dec 6 2018 MiTek Inc. Wed Apr 310:18:442019 3x5 = 5x6 - yp 11 5xB MT18H5 = 4.00 � 3x4 = 13 12 3x5 = 5x8 MT18HS= 2.00 12 Scale=1:61.3 3x12 = Plate Offsets (X Y)-- 12:0-0-2 Edgel 17:0-4-0 0-2-31 19:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.75 11-12 >563 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.2111-12 >348 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.77 Horz(CT) 0.35 9 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1551b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3209/2102, 3-4=-3006/2024, 4-5=-3022/2080, 5-6=-3022/2080, 6-7=-4643/2994, 7-8=-5324/3364, 8-9=-5751/3700 BOT CHORD 2-13= 1883/3007, 12-13=-1591/2657, 11-12=-2456/3908, 9-11=-3442/5478 WEBS 3-13=425/410,4-13=-354/571,4-12=-362/617, 5-12=-269/279, 6-12= 10341712, 6-11=-373/892, 7-11=-897/1523, 8-11= 404/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=701t; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and CC Extenor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 36-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Walter P. Finn PE No.22639 MRek USA, Inc. FL Cad 6634 0904 Parke East Blvd. Tampa FL 3361D Date: April 3,2019 r AWARNWG- Verlry EesrgAparamefen.d READNOTESONMMANDMCLUDEDMREKREFERANCEPAGEMX7473rex. 104W015BEFOREUSE. Designvclitl for use Dory wim MBak®connectprs."b tlesignabasetl on"upon parameters shovm, and is for an lndrOd"m builtling component,not a buss system. Before use. the builtling tlesigner must verlN foe applicoblliry of tlesign parameters and properly Incorporate Mis design Info me overall building dadgn. Bracing lnd tetl Bfo pre vent buclAing of lndlvltlual buss web and/or chord members only. Atltlinpnal temporary antl pennanenf bracing Is always required for sfabl` antl to prevent collapse wlM possible personal lnlury antl property tlamoge. For general gultlance regarding the labriconpn. storage, tlelNery. erecnon antl bracing of tosses antl finis systems. seeANSI/IPII peDl�SIyy CMRAe. WSd9 antl 6C51 Sultlhp Component Sof tyInfomsatbrpvailable from Truss Rafe Ina .218 N. Lea Sneet. Suite312 Alexantlrb, VA22314. MiT6904 ek' TampeaFLe 33610 Nd Job Truss Truss Type Oty M11392 A2 SPECIAL 1 =THERT16686492 (optional) I rllss, Inc., hOn Melee, FL 8.240.s Dec 62018 MiTek Inc. Wed Apr 3 10:18:45 2019 4.00 12 5.6 = 3x4 = 4 21 5 12 22 5k8 = Scale = 1:61.3 3x4 - 5X8 = 3x12 = 3xfi = 2.0D 12 10-0.D 10-o-D I 1493-0o 2--000 7z224&.88 120.5-05-8o i Plate _Offsets (XY)- f2:0-0-6Edgel f6:0-4-00-2-31 f8:0-1-15Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ver(LL) 0.72 10 >585 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Veri -0.9410-19 >447 180 MT10HS 244/190 SCLL 0.0 ' Rep Stress Inch YES W B 0.86 Horz(CT) 0.34 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight: 160 lb FT=20% - LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=136(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (lb) - Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3211/2064, 3-4= 3017/1998, 4-5=-2580/1800, 5-6=-3379/2225, 6-7- 5242/3250, 7-8=-5759/3665 BOT CHORD 2-13=-1847/3008, 12-13=-1403/2418, 11-12=-1552/2629, 10-11= 1990/3441, 8-10=-3410/5485 WEBS 3-13= 420/418, 4-13=-427/688, 4-12=-337/551, 5-12=-777/605, 5-11=465/925, 6-11=-391/277, 6-10= 1318/2268, 7-10=-503/530 NOTES- 1) Unbalanced roof live (gads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph;TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35111; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWIFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 36-0-0 zone;C-C for members and tomes 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) This truss has been designed for a 10.0 psf bottom chard live load nonconcurmnt with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 to uplift at joint 8. Walter P. Finn PE No.22839 Ii USA, Inc. FL Cod 6834 69D4 Parke East Blvd. Tampa FL 3381D Date: April 3,2019 Q WARNING-VeHlydeslgnpammetemend REAONOTES ON T ZMDWCLUOEOMmEKREFERANCEPAGEMIL74mmv. saUJAApISBEFORE USE Design valid for use only witn Mlrek$ connectors. This design a based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must ve4fy the applicability of tleslgn parameters and properly Incorporate this design Into the overall building design, Bracing Indicated u to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse wire possible personal Injury and property damage. For general guidance regarding the fabrication storage. deft ery, erection and bracing of trusses and truss systems, seeAN3VIPll CuolMy CMradu, DSa419 and BCSI Building Component Solely Nformotio p oliable from Truss pate Institute. 218 N. Lee street Suite 312. Alexandra, VA 22314. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Type Cry Ply THE WINDSOR JThus T16686493 M11392 A3 SPECIAL 1 1 Job Reference o tion, Chambers Thus, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310:18:462019 4.00 rl2 6x6 = 4x5 = Scale =1:62.3 4 0 14 13 "' 3x5 = 2r33 11 5x6 = 3x12 = 2.eo 1z 8-6-0 I 14.9A 20-0-0 24-6.8 35-0-0 8-6-0 6&0 5-30 4.6.8 10-5.8 Plate Offsets (X Y)— I2:0-1-6 Edgel 13:0-3-0Edgel 18:0-3-0 0-3-41 f9:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) 0.73 11 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9711-20 >432 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Hom(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matti Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Ho¢ 2=-155(LC 10) Max Uplift 2=-B25(LC 12). 9=-825(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-4=-3256/2031,4.5=-2426/1588,5-6=-2680/1790,6-7=-2829/1832,7-8=-5320/3257, 8-9=-5720/3554 BOT CHORD 2-14=-1817/3048, 13-14=-1817/3048, 12-13— 1258/2274, 11-12=-2935/5103, 9-11=-3302/5445 WEBS 4-14=0/329, 4-13=897/636,5-12=-316/661, 6-12=-317/616, 7-12=-2727/1643, 7-11=-1072/1939, 8-11=-390/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 36-0-0 zono;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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 9 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity, capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 8251b uplift at joint 2 and 8251b uplift at joint 9. Walter P. Finn PE Na21839 MTek USA, Inc. FL Cart 6634 SIM Parke East Blvd Tampa FL 3361D Data: April 3,2019 &WARNING -Ve1Dde4tgeparame1enand READ NOTES ON TNISAND/NCLUDED MREKBEFEBANCEPAGEM67471mv. 1MlY11315 BEFORE USE Design valid for use only with MRektaconnectors. This design b based only upon parametersdrawn, and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overcla bulldingdesign. Bracing Indicated is to prevent buckling of Individual hussweb and/or chord members only.Addl}lonaltempororyancipermanentbracing h! Mj,Tek' Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems seeANSI/1FII QuaOy Cdfenb, DSB49 and SCSI Building Component Safety Informafbnavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314, 69M Parke East BNd. Tampa, FL 33610 Tr Tn1ss Truss Type ;�ob SPECIAL JOtyply�THEWI.NDSORT76686494 al uss, Inc., Fort Fierce, Fl. 8.240 s Dec 62018 MTek Industries, Inc. Wed Apr 310:18:47 2019 4.00 12 5x6 = 4x6 = 'lv3 II 6 7 Scale=1:62.3 16 15 6x10 3x5 = 2x3 II Sx8 = 302 = 2.00 12 e-e-0 14-9-0 11 -0 241-8 35-0-0 B-e-D I a a-n s. N aa.B IMA-e Plate Offsets (X Y)— r2:0.1-6 Edgel r9:0-3-0Edgel (11.0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.80 13 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 13 >400 180 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.98 Hom(CT) 0.39 11 Na n/a BCDL 10.0 Cade FBC2017/rP12014 Matrix -MS Weight: 1721b Fr=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 act bracing. WEBS '1 Row at midpt 8-14 REACTIONS. (Ib/size) 2=134910-8-0.11=1349/0-8-0 Max Horz 2= 175(LC 10) Max Uplift 2=-825(LC 12), 11=825(LC 12) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3253/1989, 3-5= 2435/1560, 5-6=-2399/1639, 6-7=-2217/1501, 7-8=-2380/1519, 8-10— 5361/3228, 10-11=-5716/3480 BOT CHORD 2-16=-1776/3045, 15-16= 1776/3045, 14-15=-1117/2168, 13-14=2920/5164, 11-13=-3232/5441 WEBS 3-16=01334, 3-15=-882/614, 5-15=-238/254, 7-14=-163/427, 6-14=-309/604, 6-15=-315/409, 8-14— 3146/1901,8-13=-1034/1946,10-13=343/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15N; B=70ff; L=35N; save=5tt; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-64), Interior(1) 2-6-0 to 36-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825lb uplift at joint 2 and 825 lb uplift at joint 11. Walter P. Finn PE No.22819 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL $3810 Date: April 3,2019 Q WARNWG-Verlrydeslgnpaxemetersand READNOTES ON TN/SANDWLLUDWD KNEFERANCEPAGEUX7M.v. fa934015BEFOBE USE Design valid for use only with MOekO connectors. this tlesign Is based only upon parameters mown and Is for an Individual building Component, not ��• a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bundling ss ing design, Bracing Indicated is to prevent buckling of lncilvidual truweb antl/or Chord members only. Additional temporary and permanent bracing 1L MlTek' Is alwaysrequired for stablllly and to prevent collapse witn possible personal mury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and hum systems, seeANSVIPII CuaTpJCriteria, DSS419 load BCSI Building Component Has Parke East Blvd. Safetymtormo8orxrvo0oble from Truro Plate institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 2214. Tampa, FL 33610 Thus Truss Type ly THE WINDSOR ;MIV� T16686495 AS SPECIAL �16 1 JobReference p tional Chambers Truss, Inc., Fort Pierce, FL 8.240a Dec 62018 MiTek Industries. Inc. Wed Aar 3 10:18:48 2019 4.00 FIT 5x8 MT18HS I I Scale = 1:60.3 14 13 3x5 = 2.3 II Sx10 = 3x12 = 2.00 12 8.6-0 14-9-0 24-68 35.0.0 11.6.0 16-3-0 9-9-8 10.5.8 Plate Offsets (X,Y)- I2:0-1-6,Edgel, f8:0-3-0 Edgel f10:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.80 12-13 >526 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.2812-13 >329 180 MT18HS 244/190 BCLL 0.0 Rep Stress [nor YES WE 0.74 Hom(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/7P12014 Matdx-MS Weight: 160 lb F7=20% LUMBER - TOP CHORD 2x4 SP M 31 •Except• 1-4,8-11: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-825(LC 12). 1D=-825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12 FORCES. (lb) - Max. Comp_/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3247/2112, 3-5=-2449/1679, 5-6=-2397/1763; 6-7=-5452/3624, 7-9=-5398/3482, 9-10- 5732/3689 BOT CHORD 2-14=-1865/3040, 13-14= 1865/3040, 12-13=-122312137, 10-12=-3431/5459 WEBS 3-14=0/303,3-13=-861/619, 5-13=-216/264, 6-13=-300/527, 6-12=-2247/3526, 7-12- 323/388, 9-12=-321/306 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-M, Interior(1) 21-0-0 to 36-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 Ib uplift at joint 2 and 8251b uplift at joint 10. Walter P. Finn PE No.22839 MTekUSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNWO-Verifydeslgnparameters.nd RE DNOTESONTN/SANDDIGLUDEDMrtEKREFERANCEPAGEMX703J v, fa=VISBEFONE USE Oe4 n vend for use only with MOek® connectors. This design b based aNy upon parameters shown, antl b for On Intllvldual bulltling component, not a truss system. Before use, me building designer muss verify 1ho oppllcoto"" f design parameters and properly Incorporate this tlesign Into he overall buntline desl9n. Bracing lntlicafetl is fo prevent buckling ofintllvltlual huss web antl/or chortl members only. AddlSonal femporarycnd permanent bradng MiTek' Is always requhad for stability and fo prevent collapse with possible persond mjury antl propeM tlamage. For gener0i gultlance regOrtling he fobdcaflon, storage, delNery, erecnon and bradng of louses and buss systems seeANgl/IPD Cua��ss.. CM do OSM and 0C3111u t it Cpmpen�nt 690a Parka East BNd. Sale Inrormptbrrw."able ham Truss Plate Im1Ve,218 N. Lee Sheet Surre 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply THE WINDSOR T76686496 M11392 ATA COMMON 5 1 Joh Reference (optional) s namues ages, inu., run note, IL 824Ue UBa B 2Ul B MI I eK Industries, Inc. Wea Apr 31 D:1 11:4921J1e 4.00 r12 US = 6 Scale =1:59.5 1Ih 0 17 '- 15 '- 14 12 3x6 = 2Ga II 4x6 = 3xB = 2x3 11 3x6 = 3xB = US = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.59 BC 0.68 WB 0.59 Matrix -MS DEFL. in (too) Well L/d Viii 0.33 14-15 >999 240 Vert(CT) -0.64 14-15 >652 180 Hoa(CT) 0.13 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 1661b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-1-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=139910-8-0, 10=1399/0-8-0 Max Hope 2=-179(LC 10) Max Uplift 2=-775(LC 12). 10=-775(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/1963, 3-5=-2807/1637, 5-6=-2801/1739, 6-7=-2801/1739, 7-9=-2807/1637, 9-10=-3404/1963 BOT CHORD 2-17=-1724/3188, 15-17=-1724/3188, 14-15=-966/2053, 12-14=-1739/3188, 10-12=-1739/3188 WEBS 6-14=-560/968, 9-14=-681/524, 6-15=-560/968, 3-15=-681/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" 10 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 7751b uplift at joint 10. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33819 Data: April 3,2019 Q WABNWG-VerlfydeslgnparemeM..dBEADNOTES ON MOANDWCLUOEDMflEKRE ANCEPAGEMIp4TJrev. 10,11342016BEFOAE USE Design void for use only With MBekg connectors. this design Is based only upon parameters shown. and Is for an Individual bustling component, not a muss system. Before use, the building designer must early Me applleablllty, of design parameters and properly Incorporate this design Into the overall building design, Bracing 116 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing b always required far stabllity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and Muss systems, seeANSVrP11 QualItltlyy Cdtodc, DSB419 and FIGS! building Component Sash, brfoanalbnavolioble from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria, VA 22314. Welk' 69N Parke East Blvd. Tampa, FL 33610 Job Thus Truss Type Dry Ply THE WINDSOR T76686497 M11392 B COMMON 2 1 Job Reference (optional) mbem I erns, Inc., Yon Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:51 2019 Page 1 ID_kfGCA6bx7j2Syl HDXFw7ye3KX-UenBTI PcDw 3HMB?hyVrehWA?OSuN?Blr2AKZUSCY ,1-0.9 8-3-5 14-0.0 17-1-0 21.60 26.8-11 l 35-0.0 1n6-0- 8-3-5 5-&11 3.6.0 3.6.0 5.8.11 83.5 1.0 Scale = 1:59.3 4.00 F12 3x6 = 7 0 3x4 = 2x3 II 3x6 _ 3x4 = 3x4 = 3x6 = 2x3 II 3x4 = 8.3-5 1 14-0-0 21-0-0 26-8-11 35-0-0 8.3-5 15.8-11 7-0.0 5.8-11 8-3.5 Plate Offsets (X Y)-- [2:0-2-6 Edgel [6:0-3-0Edgel r10:0-2-6 Edge) LOADING (as!) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.34 Ven(LL) -0.11 14-15 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.2417-20 >715 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 10 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1491la FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (III) - Max Horz 2=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-371(LC 12), 15=-453(LC 12), 14=-453(LC 12), 10=-371(LC 12) Max Gmv All reactions 250 lb or less atjolnt(s) except 2=602(LC 1), 15=844(LC 17), 14=840(LC 18), 10=602(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=945/572, 5-6=-181/256, 6-7=-181/258, 9-10=-945/574 BOT CHORD 2-17=-407/878, 15-17=-407/878, 12-14=393/858, 10-12=-393/858 WEBS 3-17=-5/301,3-15=-819/591,5-15=-277/325,7-14=-277/326, 9-14=-819/592, 9-12=-5/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ff; B=70ft; L=35tt; eave=51t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-C to 2-6-0. Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument With any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 2, 453 Do uplift at joint 15, 453 lb uplift at joint 14 and 371 Ib uplift at joint 10. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2019 QWARNING-Vc41ydesigdpersmeteraend REAUNOTES ON MIS AND INCLUaEDMREKREFENANCEPAGEMg-747Jm1 101134015BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing indicated is to prevent buckling of individual truss web and/Or chord members only. Additional temporary and permanent bracing Is always required for stabllity and to prevent collapse with possible personal iryury and property damage. For general guidance regarding Me fabrlcoaorl, storage. delivery, erection and bracing of husses and truss systems, seeANSVTPII Quo ding Component Wy Coterie, D3349 and BCSI Building Safety Wormatlorrovaaoble from Tr us Plate Institute. 218 N. Lee Sheet Suite 312. Alexontltla. VA 22314. ��- MiTek' 6904 Pare, East Byrd. Tampa, FL East0 Job Thus �T�s�TYPB��Qt�ypfy M11392 BHA �THEWIN'DSO�RT16686498 l Chambers truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:52 2019 Page 1 ID-kfiGCA6bx712Syl HDXFw7ye3KX-ygLWhB71 MW2rgRxLZOTkOrE1FPjAdpvl—VjVGnzUScX 5-fi-0 21$ F 7-PO 9-6-0 11-6-0 13-6-01 -0,0 176.0 19-6-0 21-0.0 23-6-0 25.6-0 28-00 35-OA 60 t-o-0 7-0-0 2-6-0 1-2-Do 12-9 1-0-0 1 V2 1 2-0-0 1 1�2-0D I 24ro -26-0 7-0-o ao Searle = 1:62.4 4.00 12 4x4 = 57 15 58 17 56 12 59 3X6 55 9 548 5x12 =53 4 6 x6 3 11 4 52 35 42 43 34 44 33 45 3x6 = 6x8 = 3x4= 3x6 C 20 3x4 60 22 2�1 5z12 16 19 1 23 26 LL2! 46 47 4S 32 49 31 50 51 30 6xe = 3x6 = n 28 29 ,a A for 3z4 = ]-0-0 14-0-0 21-0-0 28-0-0 35-0-0 1 7-o-0 I 7-D-o I ]-ao 1 7-D-o 1 7-o-0 1 Plate Offsets (X y)-- 13:0-6-4 0-1-121 132:03-8 0.3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.13 35-38 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 VeA CT) -0.16 35-38 >999 180 BCLL 0.0 ' Rep Stress ]nor NO W B 0.65 Horz(CT) 0.04 28 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 2081b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-33, 27-32 JOINTS i Brace at Jt(s): 11, 19, 16, 7, 23 All bearings 0-8-0. Max Horz 2=179(LC 7) Max Uplift All uplift 10011b or less at joint(s) except 2=-565(LC 8), 33_ 1269(LC 8). 32=-1017(LC 8), 28=-434(LC 8) Max Grav All reactions 25011c or less atjoint(s) except 2=812(LC 17), 33=1825(LC 1), 32=1529(LC 1), 28=626(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23= 1692/1103, 3.4=-105/259, 27-28=-1129/710, 3-5=-441/520, 5-7=-436/514, 7-10=-436/514, 10-11=-436/514, 11-13=-436/514, 13-16=-436/514, 16-18=-436/514, 18-19=-436/514, 19-21=-382/412, 21-23=382/412, 23-25_ 382/412, 25-27=-387/418 BOT CHORD 2-35=-939/1572, 33-35=-909/1484, 32-33=-382/400, 30-32=-575/1004, 28-30— 568/1039 WEBS 3-35=-191/649, 273D=0/451, 3-33=-2090/1523, 11-33=-810/782, 19-32=-772/745, 27-32=-1484/1044,9-10=-463/453,20-21=-462(454 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=151t; B=70f ; L=358; eave=6tt; Cat. II; Exte C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 2, 1269lb uplift at joint 33, 1017 lb uplift at joint 32 and 434 Ito uplift at joint 28. 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 Ib down and 381 lb up at 7-0-0, 158 lb down and 206 lb up at 9-0-12. 158 Ib down and 206 lb up at 11-0-12, 158 lb down and 206 go up at 13-0-12, 158 Ito down and 206 lb up at 15-0-12, 158 lb down and 206 go up at 17412, 158 Ib down and 206 lb up at 17-11-4, 158 lb down and 206 Ib up at 19-11-4, 158 lb down and 206 Ito up at 21-11-4, 158 lb down and 206 lb up at 23-11-4, and 158 Ito down and 206 lb up at 25-11-4. and 158 lb down and 206 lb up at 27-11-4 on top chord, and 373 lb down and 236 lb up at 7-0-0, 69 lb down at 9-0-12, 69 lb down at 11-0-12, 69 lb down at 13-0-12, 69 Ib down at 15-0-12, 69 lb down at 17-0-12, 69 lb down at 17-11-4, 69 lb down at 19-11-4, 69 lb down at 21-11-4, 69 lb down at 23-11-4, and 69 lb down at 25-11-4, and 69 lb down at 27-11-4 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). Wafteris. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 ra Q WARNING-V! d Stan-9- paramefemantlREADNOTES ON MSANDWCLUDEDMfrEKREFERANCEPAGEM674nmv. 1aV31?015BEF0REVSE. Design vold for use only wim MOek® connectors. This design Is besed only upon parameters shown, and Is for an IndMtluol budding component, not a buss system. Before use, the building designer must verity the appllcabllly of design parameters and properly Incorporate this design Into the overall building deslgn. Bracing Indicated Is to prevent bucking of individual Muss web and/or chord members only. Additional temporary and permanent bracing M!Tek* b always required for stabalty and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSVrP11 Qua[ Xy Criteria. D!!-09 and SCSI Building Component 6904 Parka East Bhd. Safely Nrn formalloroioble from Truss Plate Institute, 218 N. Lee Sheet. Sutte 312 Alexandria VA 22 14. Tampa, FL 33810 .job Truss Truss Type M11392 BHA BOSTON HIP FQ7ty�THEWIeNr'SmO'T16686498 al cuss, Inc., ton Fierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:53 2019 Page 2 ID-._"GCA6bx7j2Sy1 HDXFw7ye3KK-OOvuuX7f7gAilaWX65 zw3mgy3PMG9UD9S2oDzUScW LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 36-39=-20, 1-3= 54, 3-15=-54, 15-27=-54, 27-29=-54 Concentrated Loads (Ib) Vert: 35=-373(F) 30=-23(F) 42=-23(F) 43=-23(F) 44=-23(F) 45= 23(F) 46=-23(F) 47=-23(F) 48=-23(F) 49=-23(F) 50=-23(F) 51=-23(F) 52=-169(F) 53=-118(F) 54=-118(F) 55=-118(F) 56= 118(F) 57=-118(F) 58=-118(F) 59=-118(F) 60=-118(F) 61=-118(F) 62=-118(F) 63=-118(F) Job Truss Oty Ply THE WINDSORT16686499 M11392 GRA �T�Typo 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:54 2019 4.00 FIT 5x12 MTISHS = 3.6 = 4x6 = US = Scale = 1:60.3 ley 3x4 = au an w ao as ar ae ae 11 au e1 2x3 II 3x6 = 5x14 = 3x4 = 46 = 2x3 II 3x5 = 7-0-0 14-11-0 21-&2 28-0-0 35.0-0 ~ 7-0-0 7.11.0 6.62 6-6-14 7-0.0 l Plate Offsets(X,V)-- r3:0-9-0,0-2-81 r6:03-80-2-01 r7:0-5-40-2-41113:0-0-00-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEPL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 10-21 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.30 10-12 >812 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 8 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 153 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP N0.3-Except' 4-13: 2x6 SP ND.2 REACTIONS. (lb/size) 2=750/0-8-0, 13=3223/0-8-0, 8=1225/0-8-0 'Max Horz 2=-78(LC 6) Max Uplift 2=-448(LC 8), 13=-2442(LC 8). 8=-1159(LC 8) Max Grav 2=755(LC 17), 13=3223(LC 1), 8=1225(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 6-13 2 Rows at 1/3 pts 3-13 FORCES. (Ib) -Max. Coral Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1534f729, 34=-1052/1347, 4-6= 1052/1347, 6-7=-1946/1834, 7-8=-2978/2565 BOT CHORD 2-15=-586/1423, 13-15=-596/1464, 12-13— 1710/1946, 10-12=2359/2830, 8-10=-2329/2789 WEBS 3-15=-159f733,3-13=-2917/1869,4-13=-848/801,6-13=-3504/3050,6-12=430/666 7-12=-940/731, 7-10=489/690 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) • This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2, 2442 lb uplift at joint 13 and 1159 lb uplift at joint B. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 203 lb down and 329 lb up at 7-0-0, 90 lb down and 155 Ib up at 9-0-12, 90 tic down and 155 lb up at 11-0-12, 90 lb down and 155 lb up at 13-0-12, 90 lb down and 155 It, up at 15-0-12, 90 lb down and 155 lb up at 17-0-12, 90 lb down and 155 lb up at 17-11-4, 90 lb down and 155 Ill up at 19-114, 90 lb down and 155 lb up at 21-114, 90 lb down and 155 lb up at 23-114, and 90 lb down and 155 Ito up at 25-114, and 2031b down and 329 lb up at 28-0-0 on tap chord, and 4521b down and 263 Ito up at 7-0-0, 631b down and 3lb up at 9-0-12, 63 Ito down and 3 lb up at 11-0-12, 63 lb down and 3 Ito up at 13-0-12, 63 lb down and 31b up at 15-0-12, 63 It, down and 3 Ib up at 17-0-12, 63 Ito down and 3 Ib up at 17-114, 63 lb down and 31b up at 19-114, 63 lb down and 3 lb up at 21-114, 63 lb down and 3 lb up at 23-114, and 63 lb down and 3 lb up at 25-114, and 452lb down and 263 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE No.22839 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 O WARNING-Ved/y Oaslgnparametereand READ NOTES ON WAS AND INCLUDED MIFEKREFERANCEPAGEMIP703.410=2015BEFOREUSE valid for use only with MBeke➢ connectors. lhls design Is based only upon parameters shown and Is for on Individual building component, not Or a muss system. Before use, the building designer must verify the opolfcc lllty of design parameters and properly Incorporate this tleslgn Into me overall buldingdeslgn. Bracing Indicated Btoprevent buckling ofindividual muss web and/or chord members only. Addltlonaltemp rcryondpermanentbracNg MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding the fabrication. storage, delivery. erection and bracing of husses and hum systems seeANSViPII Quality Cmrrdo, DSS-09 and BCSI Buldle0 Component 69N Pade East Blvd. Safety Infolmationavoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Jab Tnus TnuIs Type Ply THE WINDSOR T76688499 M11392 GRA HIP r 1 Jab Reference o tional Chambers Truss, Inc., Fart Pierce, FL 8.240s Dec 620181dilreklndustdes, Inc. Wed Apr 310:18:542019 Paget ID-kfiGCA6bx7j2Syl HDXFw7ye3KX-uDTG6sOHu81Zwk5jgpVCTGJuxDNe5eleRpCcKfzUScV LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=-54, 3-7=-54, 7-9=-54, 16-19=-20 Concentrated Loads (lb) Vert: 3=-147(B) 7=-147(B)15=-452(8) 13=-40(B)4=-90(B) 10— 452(B) 22=-90(B)23=-90(B)24— 90(B) 26=-90(B) 27=-90(B) 28=-90(B) 30=-90(B) 31=-90(B) 32=-90(B) 33=-40(B) 34=-40(B)35=-40(B)36=410(11) 37=-40(B)38=-40(B) 39= 40(B)40=-40(B) 41=-40(B) QWARNING-VeNiydesrgn PosyssIemerd HEADNOTES ON THISAND INCLUDED M?KNEFENANCEPAGEMX7MMv. leT.342e15HEFGNE USE Design valid for use only wltn MRek0 connectors, Mis design Is based only upon parameters shown, and is for on Individual building component, not a two system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate Mrs design Into Me overall bulltling design, Bracing Indicated is to buckling Individual buss web and/or chord members only. AddlPonal temporary and permanent bracing MiTek' prevent of Is always required for stability and to prevent collapse with possible person Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, seeANSVTPi1 Quality Cdfedo, DSS459 and BCSI building Component 690,1 Palle East Blvd. Safety Informalbmvolable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tamps, FL 33610 Tmss Truss Type Oty WINDSOR rMol', 7Jb T16686500 392 J1 MONO TRUSS 8 Reference (optioned) Chambers Tess, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:55 2019 Page 1 ID:_kfiGCA6bxTlj2Syl HDXFw7ye3KX-MPOeJC1vfROCXufvEWOR?UrEfds3pKmgTx916zUScU -1-0-0 1-0-0 1.0-0 I 1-0-0 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress [nor YES WE 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=11810-8-0, 4=0/Mechanical Max Hom 2=48(LC 12) Max Uplift 3=4(LC 9), 2=140(LC 12) Max Gmv 3=11(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. 3x4 = DEFL. in (too) Udell L/d Vert(LL) -0.00 5 >999 240 Vert(CT) -0.00 5 >999 180 Horz(CT) 0.00 4 Ida n/a PLATES GRIP MT20 2441190 Weight: 5lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas -where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4lb uplift at joint 3 and 1401b uplift at joint 2. Scale =1:6.1 Waller P. Finn PE No.22639 III ek USA, Inc. FL Cert 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: April 3,2019 QWARNING-Vkdfydeslgepsramefmn dREAD NOTES ON TNISAND INCLUDED MnFK REFERANCE PAGE M14T4M.Y.. 10017312D15 BEFORE USE Design valid for use any wltn Ml connectors, This design 8 based only upon parameters shown. and Is for On IndNldual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this desgn Into me overall butting design. Bracing Indicated is to prevent buc411ng of individual truss web and/or chord members only. Addltlonal temporary and permanent brocing Is always required for stability and to prevent collapse with passable personal Injury and property damage. For genial guidance regarding the storage, delivery, erection and bracing of trusses and cuss systems seeANSUril Qua"1pyCriteria. DS549 and SCSI building Component Safety tnfonnallanavollabae from Truss Plate imMute. 218 N. Lee street. Suite 312, Alexontlrlo, VA 22314. M!Tek* 69pM1 Parka East Blvd. Tampa. FL 33610 Job aTruss Type City Ply THEWINDSORT16686501 JJ3 M11392 MONO TRUSS 8 1 Job Reference (optional) Cnamuers uuv, in0., run rierce, FL 8.240 a Dec 6 2018 MiTek Indusmes, Inc. Wed Apr 310:18:55 2019 Page 1 ID:JcflGCA6bx712Syi HDXFw7ye3KX-MPOeJC1 vfRQQXutvE W OR7UrEYdgQpKmgTx9t6zUScU .1-0.0 3-0-0 1-0.0 3-0-0 Scale =1:9.4 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nfa nta BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: ll lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-54(LC 12), 2=-147(LC 12), 4=-4(LC 12) Max Gmv 3=64(LC 1), 2=173(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intenor(1) 2-6-0 to 2-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 Ib uplift at joint 3, 147 Ib uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22839 NTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33914 Date: April 3,2019 Q WARNWG-Vedtxdeslgnparametereedd RE DNOI SON TN/9ANDWCLUDEDMrrEKBEFENANCEPAGEM674M.. 104DW015BEFORE USE Design valid tar use only with Mileconnectors. fits tledgn is bored only upon pgrpmefet4 shown, antl k for an IntlNiducl building component, not c huss system. Before use, rap builtling d8slgner must verity th0 Oppl'Gabllity of tleslgn parameters and properly Incorporate fnn tlesign Info ma overoli bulltling deggn. Bracing lntlicoted is to prevent buckling of lntlhAduel hors web antl/ or chord members only. Atldlilon.1 temporary and permanent bracing MiTek' n always required for stability and b prevent collapse with possible personal Injury antl propeM damage. Fot general gultlonc0 regarding the fabdcanon, storage, tlelNery, eracnpn and bracing of inures antl huss systems, seeANSU1P11 CUOItly CrBeM, D4I4B9 antl BCSI Buif in CemponRnf 6964 Parke East Blvd. Saby m/onnotbrxrvollabte ham Tens Rafe ImtlNte, 218 N. Lee Sheet Sune312 AlOxono VA 22374. Tampa, FL 33610 Truss TrussType Oty Ply THE W INDSORT16686502392 r �J5 ]:MONO TRUSS 8 1 Job Refemnra o banal Chambers Thus, Inc., Fort Pierce, FL 3x4 = 3.240 a Dec 6 2016 MiTek Industries, Inc. Wed Apr 3 10:18:56 2019 Page 1 ID _kfiGCA6bx712Syl HDXFw7ye3KX.rbal WY2XOIYH92E6oEXgYhOGnO2hYnsm7NPYzUScT Scale =1:127 s-0-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(L-) 0.07 4-7 >863 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.06 4-7 >964 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Hom 2=123(LC 12) Max Uplift 3=-104(LC 12). 2— 177(LC 12), 4=-9(LC 12) Max Grav 3=115(LC 1), 2=243(LC 1).4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177 lb uplift at joint 2 and 91b uplift at joint 4. Waller P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 job Tess Truss Type Oty Ply THEWINDSOR T16686503 M11392 J7 MONO TRUSS 24 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2016 MiTek Industries, Inc. Wed Apr 3 10:18:57 2019 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Jo8Pku29B3h8nCplLx2v5vxV W OSnH EL48nDGsc_zUScS Scale: 3/4'=1' 7.0-0 Plate Offsets (X Y)-- 12:0-1-14 Edoel LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (foe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 4-7 >494 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Ven(CT) -0.19 4-7 >447 180 BCLL 0.0 ' Rep Stress [net YES W B 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 231b FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Ham 2=161(LC 12) Max Uplift 3=-153(LC 12). 2=-211(LC 12), 4=-12(LC 12) Max Gray 3=165(LC 1), 2=315(LC 1), 4=125(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp6; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=7Gff L=35ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 6-11-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1531b uplift at joint 3, 211 lb uplift at joint 2 and 12 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cast 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 OWABNWO-Ver/ydeefgn parameteraend BEAD NOTES ON TNLSANDDlCLUDEDWEKBEFEBANCEPAGEM674mms, lGdUSeV15BEFOBEUSE Design valid for use only with Mier connectors. rub design Is owed only upon parameters sbown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems eeeANSIFT ll Qua BN Offers, DS689 and BCSI Balding Component Safety Inlormotbsrwailoble from Truss Plate Institute. 218 N. We Streef. Suite 312. Alexandria VA 22314. �■ `O 11flOW Boot Parke East Blvd. Tampa, FL 33610 Truss Truss Type City rolbl T16686504 392 KJ7 MONO TRUSS q �Rference al Chambers I MS, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Mil Industries, Inc. Wed Apr 3 10:18:57 2019 Scale = 1:20.6 3x4 = ez:+ 5 3x4 = 6-8-12 3-1-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 7-10 >999 180 BCLL 0.0 ' Rep Stress ]nor NO WE 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 381b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. fib/size) 4=127/Mechanical, 2=379/0-11-5, 5=461/Mechanical Max Harz 2=192(LC 8) Max Uplift 4=-131(LC 8), 2=-262(LC 8), 5= 238(LC 8) 'Max Grav 4=156(LC 13), 2=379(LC 1), 5=461(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/366 BOT CHORD 2-7=-487/798, 6-7=-487/798 WEBS 3-7=0/307, 3-6=-920/561 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=151t; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 2621b uplift at joint 2 and 238 Ito uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(5) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-54 Trapezoidal Loads (pig Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 8=0(F=10, B=10)-t0-5=-49(F=-15, B=-15) Walter P. Finn PE No.22839 M17ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 ®WARNING-Ver/lydeal9Rparametenend REAONOTES ON TN/SANDMCLUDEOMREKREFERANCEPAGEMIP74".v. 1011032015BEFOREUSE Design valid for use only with Mriek® connectors. The design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall burdingdesign. Bracing Indicated is to prevent buckling of lndividuol fiuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and huss systems, seeANSUIPIt Quality CdMds. DS349 and BCSI Bulding Component Safely Drformatbra vollable from Truss Plate Imtlfule. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Wort Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 74 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1T71� For 4 x 2 orientation, locate plates 0-'Ae from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension Is The length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by Text in the bracing section of the output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Mln size shown is for crushing only. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate • Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown Insixteenths t scale) Ill (Drawings not o state) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered, c U 3. Never exceed the design loading shown and never _ stack materials on Inadequately braced trusses. U 4. Provide copies of this truss design to the building r- designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values i 14 Bottom chords require lateral bracing of 10 ff. spacing, established by others. or less, if ceiling Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others.. © 2012 MITek® All Rights Reserved __® W1 MITeka MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.