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146 SANDY BEACH LN - PERMIT RS17-0196 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ? ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0196 Description: attached single-family home Estimated Value: 145131.8 Issue Date: 10/26/2017 Expiration Date: 4/24/2018 PROPERTY ADDRESS: Address: 146 SANDY BEACH LN RE Number: 173414 0200 PROPERTY OWNER: Name: BEACHES HABITAT FOR HUMANITY INC Address: 797 MAYPORT RD ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al A#701 ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. S r Conditions City of Atia ntic Beach t Permit Number: RES17-0196 Description:attached single-family home Applied: 10/4/2017 Approved: 10/25/2017 Site Address: 146 SANDY BEACH LN Issued:10/26/2017 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: BEACHES HABITAT FOR HUMANITY INC Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS,; DEPARTMENT CONTACT REMARKS 1 10/11/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes Avoid damage to underground water and sewer utilities'. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed'call 247-5834: 2 10/11/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: . ,. .: . Ensure all meter boxes,sewer cleanouts and valve covers'areset to grade and visible. 3 10/11/2017 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes . , A sewer cleanout must be installed at the property line •Cleanout must be covered with.an RT1 concrete box with metal'lid. Cleanout to beset to grade andvisible. 4 10/16/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams rc Notes: d All concrete driveway'aprons must be 5"thick,4000 psi,with-fibermesh.from edge of pavement to the.property line.Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick).'; ' 5 10/16/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: o M 'Full erosion control measures.must,be Installed and approved prior to beginning_any,earth-disturbing activities..Contactthelnspection Line.(247- 5814)to request an Erosion and Sediment Control Inspection prior to.start of construction. Printed:Thursday,26 October,2017 1 of 2 IP �s1 Conditions City of Atlantic Beach, 6 10/16/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams N otes: All runoff'rriust remain,on-site duringconstruction. 7 10/16/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes:. Rolloff container company must-be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on_City right of 8 10/16/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Fuhl right-of-way restoration,including sod,is required.' 9 10/16/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes:. - - All runoff must remain'on-site. Cannot raise lot elevation. Printed:Thursday,26 October,2017 2 of 2 lP 5 `h City of Atlantic•Beach APPLICATION NUMBER P Building Department (To b(i.assigned by the Building Department.) 800 Seminole jBeach,-Fl Road,Atlantic Beach,F..,lorida 32233-5445 G l W Phone(904)247-5826 • Fax(904)247-5845 Jril�3`` E-mail: building-dept@coab.us Date routed: tQ10y I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 14�g SCLAA �PftO)U) • Department review required Yes No An n BTuildo Applicant: � Q` !"`(L rJDIk I.FJI(1>��L� yV��/1 Planning &Zoning 1 ,,I Tree A ministrator Project: C�-�Cl(,�lU S l 11��.Q,-- �►� �U Pub �Dic or s Public Utilities Public Safety Fire Services Revlow fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. [-]Denied. ❑Not applicable (Circle one.) Comments: Q&::DfNG PLANNING &ZONING Reviewed by: Date: ��"� ? TREE ADMIN. Second Review: []Approved as revised. []Denied. [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH r 800 Seminole Road D Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date /0/,1 OJRevision to Issued Permit Corrections to Comments ✓ Permit S I7��/96 Project Address �Ccy- Contractor/Contact Name Phone /904) 35q -1z-C) ( Email ,6S cG�e A a 61'Ir- Description of Proposed Revision/Corrections: Permit Fee Due vo 0� �Jofes h'oyit �fccy► r2yt'�� c,Yrecf�ans foJ[�erw.t�-Cspnl,`�4� �, aaCecj _ nQnoG `h-' PYyen/'l r `CS On/',11yp rc d CS DG?goS !n � � �ir-,Pv..A �c2 OnC� C(61Je�,I Pn- Ar,;' Cc+ C3ne-1 E+�A',r,P2ritifi� tb permi+- t o Additional Increase in Building Value $ AJ/ A Additional S.F.—A-/ A By signing below,I JOs tj affirm the Revision is inclusive of the proposed changes. (printed name) Signature o ontractor/ ent( ntr for must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments o-tment Review Required: - Planni &Zoning 9 9 E E r Reviewed By Tree Administrator Public Works OCT 2 0 Public Utilities d,57-/-7 Public Safety Date Fire Services _- BUILDING PERMIT APPLICATION B REVISED OFFICE COPY CITY OF ATLANTIC BEACH rh -a -17 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address:U46--Sandy Beach Lane, COAB FL 32233 Permit Number: O/'91 Legal Descripption 38-2529E-7.41B De Castro Ferrer Grant PT RECD O/R 16531-2248 Parcel# BLK: 1 Floor Area of Sq.Ft. Sq Ft Valuation of Work$ 110.000 Proposed Work heated/cooled 1212sg. non heated/cooled 172 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proosed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Construct attached two story Triplex single family homes Property Owner Information: Name: Beaches Habitat for Humanity Address:797 Mayport Road City Atlantic Beach State FL Zip 32233 Phone: 904-241-1202 E-Mail or Fax#(Optional)904-241-4310,rpeterson@beacheshabitat.org Contractor Information: Company Name:201 MM Tort Construction Management,LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd. AIA#701 City Atlantic Beach State FL Zip 32233 Office Phone 90 - Job Site/Contact Number 904-334-1202 Fax# S e Certification/Registration# CGC 1506666 chitect Name&Phone#Julianne Overby 904-704-8628 eer's Name&Phone#Michael Glynn Holder 904-680-6 le Holder Name and Address Bonding Company Name an - Mortgage Lender Name and Address 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. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a�per•rod of six(6)months at any time after is commenced. I understand that separate permits must be secured for Electrical-Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,eta 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. I hereby cert th I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinar:ces governing this type o work will complied with whether speci ed herein or not. The granting of a permit does not presrume to gree authority to violate or cancel the provisions of any oth ederal,state or local I w regulating construction or the performance of construction. Signature of Owner Signature of Contractor—4 �✓'��J �- - V -- Print Name Print Name .!'1"..�c furl(. ............................................................. Sworn to and subscribed before me Sworn to and subscribed before me this :),(ZMlVay of,4�ec(o�� ,20 11 this A�LA Day of VL�rt-o6 .HSV PV 9.MEMAN . JOYCE MARIE FREEMAN tary ubl1C l2, aNptiryPubllt=Stet§ofFlofl�a O Public =_�`� Notary Public-State of Florida * •> Commisolon I GG 071911 P Commission s GG 072911 My Comm.Expireslun10,2021 MY tfsfxPires)unto,zort ,• O thr 9 Natonamotgmsn. 9ondsdthrauphNeNantlNotaryAs,n. OFFICE COPY- DON ApPliea e Co es:.Z010 FLORIDA BUILDING CODE .�e��,�uXt �cxr�le one}• - - -Approved Dzsapproved , App-toved W/ Conditious Review Initials/Date: a 7741. I �Deye�oAm.ent Ste j .Habitable Space 2-/,- s - Non-Habitable anpervious area ✓ se-02-Meons Infoirmation ►ccupan.cy Group 12-3 Me of Oonstmc-Lb on V amber of Stories -Z ung District. f2 (x- ix. Occupancy Load Sprinlders Required A.done x Penny ESl7 -.a/9� OFFICE COPY NOTICE OF COMMENCEMENT State Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:38-2S-29E-7.41 B De Castro Y Ferrer Grant PT Recd OR/16531-2248 (Block# 1 Lots#10.9.8) Address of property being improved: (#142, 146. 152 Sandy Beach Lane.),Atlantic Beach, FL 32233 General description of improvements:construct 2 story single family attached triplex Owner: Habitat for Humanity of the Jacksonville Beaches Address: Atlantic Beach, FL 32233 Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): Name: Contractor:201 Mavport Construction Management LLC (FL State Certified General Contractor#CGC1506666) �1 Address:2768,Atlantic Beach, FL 32233 Phone No.: 904-334-1202 Fax No.: 904-241-4310 Surety(if any): Address: Amount of bond$: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Robert Peterson, c/o 201 Mavport Construction Management LLC Address:2768_State Rd A1A,Atlantic Beach, FL 32233 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA OFFICE COPY Project Name: OceanGate: Tri-plex "C" Permit#R E$ 17 g Project Address: #142152 Sandy Beach Lane, COAB, 32233 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product app,royal may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Steel Door FL4904 2. Sliding 3. Sectional 4. Roll up Clo ay Garage Door-HDG FL5684.10 5. Automatic 6. Other B. WINDOWS 1. Single hung Atrium Single Hung Window FL11834.10 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 1 L. Dual action 12.. Other PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA C. PANEL WALL 1. Siding James Hardie Cem lank siding FL13192.1 2. Soffits Crane Vinyl Soffit FL2495-R1 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco Acrocrete Synthetic finish coat 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles GAF 30 yr architectural FL10124 2. Underlayments RhinoRoof Syn. Underlayment FL15216 3. Roofing fasteners 4. Nonstructural metal roof Millenia Metals Form rolled metal FL5211.2 R4 5. Built-up roofing 6. Modified bitumen Certainteed Flintlastic SA FL2533 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coasts 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other E. SHUTTERS 1. Accordion Shutter Shield Accordion FL9569.1 2. Bahama 3. Storm panels Madden Mfg. Storm Panels FL5329.1 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Simpson Strong- H16S FL1423.6 Tie MTS 12 FL474.253 2. Truss plates MiTek Industries Truss Plates FL2197 3. Engineered lumber Tus-Joist- Engineered Lumber FL1630 Weyerhauser 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturer,product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Robert Peterson; Director of Construction (Contractor or Design Professional) (Print Name) (Signature) Company Name: Beaches Habitat for Humanity Mailing Address: 797 Mayport Road PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA City: Atlantic Beach State: FL Zip Code: 32233 Telephone Number: 904 241-1222 Fax Number: (904 ) 241-4310 Cell Phone Number: 904 334-1202 E-mail Address: rpeterson(a),,beacheshabitat.org ' FORM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance) Method Applications for compliance with the 2014 Florida Building Code,Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for field verification(usually 4 pagesimay be greater). ❑„ Energy Performance Level(EPL)Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1- one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Foran R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCZB v5.1 9/15/2017 3:40:21 PM Page 1 of 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department-of Business and Professional Regulation - Residential Performance Method Project Name: HABITAT-TRIPLEX-INSIDE146B Builder Name: BEACHES HABITAT Street: 146 SANDY BEACH LANE Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,-32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: DUVAL(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1920.0 sgft.) Insulation Area 2. Single family or multiple family Multi-family 'a.Frame-Wood,Common R=19.0 1392.00 ft2 b.Frame-Wood,Exterior R=19.0 528.00 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 (605.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 605.00 ft2 6. Conditioned floor area above grade(ft2) *b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R_ 2 R ft2 7. Windows(105.1 sgft.) Description Area a.Sup:1st Floor,Ret:1st Floor,AH:Attic 6 165 a. U-Factor: Dbl,U=0.30 105.06 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 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 24.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.049 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (605.0 sgft.) Insulation Area a.Electric Cap:40 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 605.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 25.90 PASS c c SS Glass/Floor Area: 0.077 Total Baseline Loads: 28.40 /'� hereby certify that the plans and specifications covered by Review of the plans and T'r1E STAT this calculation are incompliance with the Florida Energy specifications covered by this v0p Code. calculation indicates compliance AMY WILKERSON with the Florida Energy Code. �• rrisr = a0 PREPARED BY: Before construction is completed DATE: 9/15/2017 this building will be inspected for compliance with Section 553.908 * ' hereby certify that is building,as designed, is in compliance Florida Statutes. with the Florida Ener Al A Vui� D OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: ,-/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 3.0 ACH50(R402.4.1.2). - Compliance requires a roof emittance test in accordance with R405.7.2 9/15/2017 3:40 PM EnergyGauge®USA-v5.1 -Section R465.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: HABITAT-TRIPLEX-INSIDEI Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1358 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 146 SANDY BEACH LA Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Multi-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL-JACKSONVILLE-INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1358 10864 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 805 6440 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 553 4424 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 190 ft0 605 ft2 s_ 0.2 0 0.8 ROOF . / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested .Tested Insul. (deg) 1 Gable or shed Composition shingles 638 ft2 100 ft2 Medium 0.75 No 0.9 Yes 0 18.4 ATTIC v # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 605 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 30 Batt 605 ft2 0 Wood 9/15/2017 3:40 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS AdjacentSpace Width Height Sheathing Framing Solar Below Cavity 1 N Exterior Frame-Wood 1st Floor 19 16 6 8 132.0 ft2 0.23 0.75 0 2 E Neighbor Frame-Wood 1st Floor 19 52 0 8 416.0 ft2 0.23 0.75 0 3 S Exterior Frame-Wood 1st Floor 19 16 6 8 132.0 ft2 0.23 0.75 0 4 W Neighbor Frame-Wood 1st Floor 19 52 0 8 416.0 ft2 0.23 0.75 0 5 N Exterior Frame-Wood 2nd Floor 19 16 6 8 132.0 ft2 0.23 0.75 0 6 E Neighbor Frame-Wood 2nd Floor 19 35 0 8 280.0 ft2 0.23 0.75 0 7 S Exterior Frame-Wood 2nd Floor 19 16 6 8 132.0 ft2 0.23 0.75 0 8 W Neighbor Frame-Wood 2nd Floor 19 35 0 8 280.0 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor Metal .46 3 6 8 20 ft2 2 S Insulated 1st Floor Metal .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 13.8 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 1 Vinyl Double(Clear) Yes 0.3 0.3 13.8 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 3 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 4 N 5 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 N 5 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None 6 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000152 543.2 29.82 56.08 .1446 3 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:15 24 kBtu/hr 720 cfm 0.75 1 sys#1 9/15/2017 3:40 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None 1st Floor 0.92 40 gal 60 gal 120 deg None 'SOLAR HOT WATERSYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 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 1 st Floor 6 165 ft2 1 st Floor 196 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling PJan X Feb X Mar Apr X May X Jun Jul �XXI Aug Sep Oct X Nov X Dec Heating Jan f XIFeb f X�Mar KXJApr X1 May f X�Jun Xj Jul AurXj Sep p Oct f X�Nov 1 DecVenting Jan [X Feb [X Mar [X Apr [X May [X Jun [X Jul Aug Se [X Oct [X Nov [X Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 9/15/2017 3:40 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index,the more efficient the home. 146 SANDY BEACH LANE, ATLANTIC BEACH , FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Frame-Wood,Common R=19.0 1392.00 ft2 b.Frame-Wood,Exterior R=19.0 528.00 ft 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 Insulation Area a.Under Attic(Vented) R=30.0 605.00 ft 6. Conditioned floor area(ft2) 1358 b.N/A R= ft2 7. Windows- Description Area c.N/A R= ft22 a. U-Factor: Dbl,U=0.30 165.06 ft2 11.Ducts R ft a.Sup:1st Floor,Ret:1st Floor,AH:Attic 6 165 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 24.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3.049 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 605.00 ft2 a.Electric Cap:40 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building "ESTq�, Construction through the above energy saving features which will be installed(or exceeded) .yO 1;Ao in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. lr�,rc%-;' ,'P„ro Builder Signature: a�/� Date: j� Address of New Home: $� AG City/Fl-Zip: Za 33 oD . *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/15/2017 3:40 PM EnergyGauge®USA-v5.1- Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 146 SANDY BEACH LANE Permit Number: ATLANTIC BEACH ,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ■ R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. 12402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0,(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than.0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and.listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessedluminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 13 R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heaflng load. ❑ R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g),or(i),Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(2513a)across the system,including the manufacturer's air handier enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/15/2017 3:40 PM EnergyGauge®USA-v5.1- Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 13 R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%:inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the fallowing criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. p R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic.or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. ■ R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/15/2017 3:40 PM EnergyGauge®USA-v5.1- -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity..(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside-the heater to allow shutting off the heater without adjusting the thermostat setting. • R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. • R403.9.1.2 Heat pump.pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R=19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 9/15/2017 3:40 PM EnergyGauge®USA-v5.1- -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: HABITAT-TRIPLEX-INSIDE146B Builder Name: BEACHES HABITAT Street: 146 SANDY BEACH LANE Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. 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 piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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 ordrywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/15/2017 3:40 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 1 of 1 Ml S CJob: 146 SB Lane +�- weight of sanuaCompliance Report Date: 1047-2017 Entire House OFFICE CORP n: 13581 Florida Air Service & Engineering 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WIMN.NORTHFLORIDAAIR.COM Project • • For: Beaches Habitat Cooling Equipment Design Conditions Outdoor design DB: 92.87 Sensible gain: 16874 Btuh Entering coil DB: 76.6°F Outdoor design WB: 77.0°F Latent gain: 3209 Btuh Entering coil WB: 63.5'F Indoor design DB: 75.0°F Total gain: 20083 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 800 cfm Sensible capacity: 18688 Btuh 111%of load Latent capacity: 3802 Btuh 118%of load Total capacity: 22490 Btuh 112%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 22226 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP . Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 800 cfm Output capacity: 24000 Btuh 108%of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic.balance: -99 ,,°F Backup equipment type: Elec strip Manufacturer: Model: OCT 2 0 2017 Actual airflow: 800 cfm Output capacity: 4.7 kW 73%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2017-Oct-17 20:18:45 wrightsoft Right-Suite®Universal 2017 17.0.29 RSU09479 Page 1 113eaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJB Front Door faces:SE �s Project Summa Job: 146 SB Lane wr-igf�tse �� Date: 10-17-2017 Entire House By: Florida Air Service & Engineering Plan: 13581 150 Hilden Road 308,Ponte Vedra,Fl 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM Project Information For: Beaches Habitat Notes: 146 Sandy Beach Lane Desicin Information Weather: Jacksonville/Intnl., FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18522 Btuh Structure 14062 Btuh Ducts 3704 Btuh Ducts 2812 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22226 Btuh Use manufacturer's data y Rate/swing multiplier 00 Infiltration Equipment sensible load 687 tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1992 Btuh Ducts 1216 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 1358 1358 Equipment latent load �tuh Volume(ftp 10624 10624 Air changes/hour 0.45 0.23F�uilto en t Total Load(Se +Lat) L� tuh Equiv.AVF(cfm) 80 41 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC524AO0300 Cond 25HBC524AO0300 AHRI ref 9154698 Coil FX4DNF025L AHRI ref 9154698 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 16800 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 27 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.84 Ca pacity ba lance point=32°F Backup: Input=5 kW, Output= 16145 Btuh, 100 AFUE Boldiitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-17 20:18:45 .0 wr1i1)htS0fft' Right-Suite®Universal 2017 17.0.29 RSU09479 Pagel ...\Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE Al I wrightsoft° Right-J®Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 Florida Air Service& Engineering Plan: 13681 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM 1 Room name Entire House Great 2 Exposed wall 230.0 ft 58.0 It 3 Room height 8.0 It 8.0 ft heat/cool 4 Room dimensions 16.0 x 21.0 ft 5 Room area 1328.0 ft2 336.0 ft' Ty Construction U-valueOr I HTM I Area (f t2) I Load I Area (ft.) I Load "F number (Btuh/ft (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 W 1213-0sw 0.097 ne 3.64 2.70 280 280 1019 755 0 0 0 0 W 12E-Osw 0.068 ne 2.55 1.43 384 384 979 551 168 168 428 241 12E-Osw 0.068 se 2.55 1.43 256 206 526 296 128 78 199 112 1D-c2ow 0.570 se 21.38 18.20 29 29 630 536 29 29 630 536 11 11DO 0.390 se 14.62 11.78 20 20 296 240 20 26 298 240 W 1213-0sw 0.097 sw 3.64 2.70 248 248 902 669 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 416 416 1061 597 168 168 428 241 12E-Osw 0.068 nw 2.55 1.43 256 220 561 316 0 0 0 0 1D-c2ow 0.570 nw 21.38 39.24 16 0 333 612 0 0 0 0 11DO 0.390 nw 14.62 11.7820 20 298 240 0 0 0 0 C 1613-0ad 0.408 15.30 21.91 60 68 1040 1490 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 32 32 38 55 0 0 0 0 C 1613-7ad 0.112 4.20 6.01 668 668 2806 4018 0 0 0 0 F 22A tol 0.989 37.09 0.00 768 128 4747 0 336 58 2151 0 61 c)AED excursion 1 1201 -17 Envelope lossigain 15239 10575 4135 1354 12 a) Infiltration 3283 796 828 201 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 2000 0 Subtotal(lines 6 to 13) 18522 140621 4963 1555 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 123 25 14 Subtotal 18522 14062 5086 1580 15 Duct loads 20% 20% 3704 2812 20% 20% 1017 316 L I Air Total dlroom (efm) I I I 2222601 168001 I I 62201 1899601 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W1r'ightsoft' 2017-Oct-17 20:18:45 RiAr-ZKght-Suited Universal 2017 17.0.29 RSU09479 Page 1 \Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE wrightsoft° Right-M Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 ey: Florida Air Service& Engineering Plan: 13681 150 Hilden Road 308,Pante Vedra,FI 32081 Phone:904-823-9696 Web:V MN.NORTHFLORIDAAIR.COM 1 Room name Mech Kitchen 2 Exposed wall 6.0 ft 14.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaticool 4 Room dimensions 4.0 x 6.0 ft 1.0 x 136.0 ft 5 Room area 24.0 ft' 136.0 ft2 Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft2) I Load number (atuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 W 12B-Osw 0.097 ne 3.64 2.70 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 80 80 204 115 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 1 D-clow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11 11D0 0.390 se 14.62 11.78 0 0 0 0 0 0 0 0 W 12B-Osw 0.097 sw 3.64 2.70 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 48 48 122 69 32 32 82 46 12E-Osw 0.068 nw 2.55 1.43 0 0 0 0 0 0 0 0 D-clow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 11 Do 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-Oad 0.408 15.30 21.91 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 0 0 0 0 0 0 0 0 C 16B-7 ad 0.112 4.20 6.01 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 37.09 0.00 24 6 223 0 136 14 519 0 61 c)AED excursion 1 _23 Envelope loss/gain 345 66 805 137 12 a) Infiltration 86 21 200 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 2000 Subtotal(lines 6 to 13) 431 89 1005 2186 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -431 -89 1078 613 14 Subtotal 0 0 2083 2799 15 Duct loads 20% 20% 0 0 20% 20% 417 560 Total room load 0 0 2499 3359 Air required(cfm) I I I 0I OI I I 901 1591 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -#fd- wrightsolft2017-Oct-17 20:18:45 Right-Suite®Universal 2017 17.0.29 RSU09479 Page 2 ...\Beaches Habitat1146 Sandy Beach Lane%13581.rup Calc=MJB Front Door faces:SE - • wrightsof, Right-J®Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 By Florida Air Service& Engineering Plan: 13581 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWWNORTHFLORIDAAIR.COM 1 Room name Bath Bed 1 2 Exposed wall 8.0 ft 21.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.0 x 6.0 ft 12.0 x 9.0 ft 5 Room area 64.0 ft' 108.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S j Heat I Cool j Gross I WP/S I Heat Cool 6 W 12B-Osw 0.097 ne 3.64 2.70 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 ne 2.55 1.43 64 64 163 92 72 72 184 103 12E-0sw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11 11 DO 0.390 se 14.62 11.78 0 0 0 0 0 0 0 0 W 12B-Osw 0.097 sw 3.64 2.70 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.55 1.43 0 0 0 0 0 0 0 0 12E-0sw 0.068 nw 2.55 1.43 0 0 0 0 96 80 205 115 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 16 0 333 612 11D0 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 168-0ad 0.408 - 15.30 21.91 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 32 32 38 55 0 0 0 0 C 16B-7ad 0.112 - 4.20 6.01 0 0 0 0 108 108 454 650 F 22A-tpI 0.969 - 37.09 0.00 64 8 297 0 108 21 779 0 6 c)AED excursion 1 -21 1 1 1329 Envelope loss/gain 498 145 1955 1809 12 a) Infiltration 114 28 300 73 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 612 173 2254 2112 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 771 550 1252 894 14 Subtotal 1383 723 3507 3006 15 Duct loads 20% 20% 277 145 20% 20% 701 601 1 Total room load I I 1 16601 8671 I 1 42081 36071 Air required dm) 60 41 151 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FJ4 ►n►:rlqhssSflf 2017-Oct-17 20:16:45 Right-SuiteCalUniversal 201717.0.29 RSU09479 Page:45 ...(Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE A+wrightsoft- Right-M Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 Florida Air Service& Engineering Pran: 13581 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM 1 Room name Hall Bed 3 2 Exposed wall 21.0 ft 37.0 ft 3 Room height 8.0 ft heaUcool 6.0 ft heat/cool 4 Room dimensions 1.0 x 100.0 ft 1.0 x 171.0 ft 5 Room area 100.0 ft' 171.0 ft2 Ty I Construction U-value Or I HIM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/ft-) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat I Cool Gross WP/S Heat Cool Gross WP/S Heat Ccol 6 W 12B-Osw 0.097 ne 3.64 2.70 0 0 0 0 72 72 262 194 W 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 0 0 0 0 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 128 128 326 184 1 D-c2ow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11 11D0 0.390 se 14.62 11.78 0 0 0 a a 0 0 0 W 1213-0sw 0.097 sw3.64 2.70 0 0 0 0 88 88 320 237 W 12E-Osw 0.068 sw 2.55 1.43 136 136 347 195 8 8 20 11 12E-Osw 0.068 nw, 2.55 1.43 32 12 30 17 0 0 0 0 1 D-c2ow• 0.570 nw, 21.38 39.24 0 0 0 0 0 0 0 0 11 DO 0.390 nw 14.62 11.78 20 20 298 240 0 0 0 0 C 1613-Oad 0.408 15.30 21.91 68 68 1040 1490 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 0 0 0 0 0 0 0 0 C 16B-7ad 0.112 4.20 6.01 0 0 0 0 171 171 718 1028 F 22A-tpl 0.989 37.09 0.00 100 21 779 0 0 0 0 0 61 c)AED excursion _21 P1 Envelope loss/gain 2494 1920 1 1 1647 1634 12 a) Infiltration 300 73 528 128 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2794 1993 2175 1992 Less external load 0 0 0 0 Less transfer 0 - 0 0 0 Redistribution -2794 -1993 334 317 14 Subtotal 0 0 2509 2309 15 Duct loads 20% 20% 0 0 20% 20% 502 462 Total room load0 0 3011 2771 Air required(cfm) I I I OI OI I I 1081 131 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsc-ft' 2017-Oct-1720:18:45 Right-Suite®Universal 2017 17.0.29 RSU09479 Page \Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE -wrightsoft• Right-JO Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 Florida Air Service & Engineering Pran: 13581 150 Hilden Road 308,Ponte Vedra,FI 32061 Phone:904-823-9696 Web:WWW.NORTHFLORiDAAJR.COM 1 Room name Bath 2 Bed 2 2 Exposed wall 9.0 It 38.0 ft 3 Room height 8.0 ft heattcool 8.0 ft heat/cool 4 Room dimensions 7.0 x 9.0 ft 16.0 x 11.0 ft 5 Room area 63.0 ft' 176.0 fl' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Bt uh/ft1) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 W 12B-Osw 0.097 ne 3.64 2.70 72 72 262 194 88 88 320 237 W 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 0 0 0 0 12E-0sw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 1 D-clow 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 11 11DO 0.390 se 14.62 11.78 0 0 0 0 0 0 0 0 W 126-0sw 0.097 sw 3.64 2.70 0 0 0 0 64 64 233 173 W 12E-Osw 0.068 sw 2.55 1.43 0 0 0 0 24 24 61 34 12E-Osw 0.068 nw 2.55 1.43 0 0 0 0 128 128 326 184 1 D-clow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 11DO 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-Oad 0.408 15.30 21.91 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 0 0 0 0 0 0 0 0 C 16B-7ad 0.112 - 4.20 6.01 63 63 265 379 176 176 739 1059 F 22A-tpl 0.989 - 37.09 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -6 -22 Envelope loss/gain 527 567 1 1680 1665 12 a) Infiltration 128 31 542 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 655 598 22221 2026 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 463 458 594 564 14 Subtotal 1138 1056 2816 2590 15 Duct loads 20% 20% 228 211 20% 20% 563 518 Total room load 1365 1267 3379 3108 Air required(cfm) I I 1 491 601 I 1 1221 1471 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. r4C �T W-right-soft' 2017-Oct-17 20:18:45 Right-Suite®Universal 2017 17.0.29 RSU09479 Page ...\Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE l- wrigrttsofta Right-J® Worksheet Job: 146 SB Lane Entire House Date: 10-17-2017 By: Florida Air Service& Engineering Plan: 13581 150 Hilden Road 308,Ponte Vedra,F132081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM 1 Room name Loft 2 Exposedwall 18.0 ft 3 Room height 8.0 ft heal/cool 4 Room dimensions 1.0 x 150.0 ft 5 Room area 150.0 ft2 Ty Construction U-value Or I HTM I Area (fl') I Load I Area I Load '-"F number (Btuh/ft (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 W 1213-0sw 0.097 ne 3.64 2.70 48 48 175 129 W 12E-Osw 0.068 ne 2.55 1.43 0 0 0 0 12E-Osw ' 0.068 se 2.55 1.43 0 0 0 0 1 D-clow 0.570 se 21.38 18.20 0 0 0 0 11 1100 0.390 se 14.62 11.78 0 0 0 0 W 12B-Osw 0.097 sw 3.64 2.70 96 96 349 259 W 12E-0sw 0.068 sw 2.55 1.43 0 0 0 0 --G 12E-0sw 0.068 nw 2.55 1.43 0 0 0 0 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 11 DO 0.390 nw 14.62 11.78 0 0 0 0 C 166-0ad 0.408 15.30 21.91 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 0 0 0 0 C 16B-7 ad 0.112 4.20 6.01 150 150 630 902 F 22A tpl 0.989 37.09 0.00 0 0 0 0 61 c)AED excursion 1 -141 1 Envelope loss/gain 1154 1276 12 a) Infiltration 257 62 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 1411 1338 Less external load 0 0 Less transfer 0 0 Redistribution -1411 -1336 14 Subtotal 0 0 15 Duct loads 20% 20% 0 0 Tota lroom loadI I I OI OI Air required dm) Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed -�- IMT190�tSOt{ik 2017-Oct-17 20:18:45 ^-Zr� Right-Suite®Universal 2017 17.0.29 RSU09479 Page 6 \Beaches Habitat1146 Sandy Beach Lane113581.rup Calc=MJ8 Front Door faces:SE N . t ►T 1st Floor Bed 1 171 cfm Hall at60 cf 611 4" Sup Riser 10 " 14" Kit her 6" 800 cfm 10 " 159 cfm 110 m 6 " Great 110 IM Lr Job M 146 SB Lane Florida Air Service& Engineering Scale: 1 : 71 Performed for: Page 1 Beaches Habitat 150 Hilden Road 308 Rig ht-Suite®Un iversa 12017 Ponte Vedra,FI 32081 17.0.29 RSU09479 Phone:904-823-9696 2017-Oct-17 20:18:59 WVW.NORTHFLORIDAAIR.COM t\146 Sandy Beach Lane\13581.rup N 2nd Floor Bed 2 6" Sup Ri 147 cfm V 0 Mafh12 2x10 131 cfm Bed Job#: 146 SB Lane Florida Air Service & Engineering Scale: 1 :71 Performed for: Page 2 Beaches Habitat 150 Hilden Road 308 Rig 120 2017 Ponte Vedra,F132081 17.0.29 RSU09479 Phone:904-823-9696 2017-Oct-17 20:18:59 WWW.NORTHFLORIDAAIR.COM ...t\146 Sandy Beach Lane\13581.rup 4+ t� �s Duct System Summary Job: 146 SB Lane wrig tsok Date: 10-17-2017 Entire House By: Florida Air Service & Engineering Plan: 13581 150 Hilden Road 308,Ponte Vedra,FI 32081 Phone:904-823-9696 Web:VWWJ.NORTHFLORIDAAIR.COM Project Information For: Beaches Habitat Heating Cooling External static pressure 0.25 in H2O 0.25 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.125/0.125 in H2O 0.125/0.125 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 130 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath h 1660 60 41 0.100 4.0 Ox 0 VIFx 16.0 90.0 st2 Bath 2 C 1267 49 60 0.100 4.0 Ox 0 VIFx 16.2 110.0 st1 Bed 1 C 3607 151 171 0.100 6.0 Ox 0 VIFx 22.0 90.0 st2 Bed 2 c 3108 122 147 0.100 6.0 Ox 0 VIFx 9.1 110.0 st1 Bed 3 c 2771 108 131 0.100 6.0 Ox 0 VIFx 20.4 110.0 st1 Great h 3052 110 45 0.100 6.0 Ox 0 VIFx 14.9 90.0 st2 Great-A h 3052 110 45 0.100 6.0 Ox 0 VIFx 26.4 90.0 st2 Kitchen C 3359 90 159 0.100 6.0 Ox 0 VIFx 8.8 90.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 279 339 0.100 621 10.0 0 x 0 VinlFlx st2 Peak AVF 521 461 0.100 487 14.0 0 x 0 VinlFlx TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 800 800 0 0.080 573 16.0 Ox 0 VIFx Boldfitalic values have been manually ovenldden ^^�C� wari9htsoft' Right Suited Universal 2017 17.0.29 RSU09479 2017-Oct-17 20:18:46 Page 1 A+�+r1 ...\Beaches Habitat\146 Sandy Beach Lane\13581.rup Calc=MJ8 Front Door faces:SE W • o W Residential System Sizing Calculation Summary D Project.Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 m 9/15/2017 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 15129 Btuh Total cooling load calculation 7547 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Heat Pump) 158.6 24000 Sensible(SHR=0.75) 315.7 18000 Heat Pump+Auxiliary(O.OkW) 158.6 24000 Latent 325.1 6000 Total Electric Heat Pum 318.0 24000 WINTER CALCULATIONS Winter Heating Load for 13.58 sqft) .Load component Load Window total 105 sqft 1292 Btuh waus(e.o�) Wall total 383 sqft 1213 Btuh Cellings(52%) Door total 40 sqft 754 Btuh Ceiling total 605 sqft 790 Btuh ;W111dFloor total 605 sqft 9192 Btuh Infiltration 42 cfm 1887 Btuh Duct loss 0 BtuhSubtotal 15129 BtuhVentilation 0 cfrn 0 Btuh TOTAL HEAT LOSS 15129 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1358 sciffl Load component Load Window total 105 sqft 952 Btuh Wall total 383 sqft 663 Btuh walls(8,8°,6) Door total 40 sqft 409 Btuh Ceilings(11FA) Doars(5.4%) Ceiling total 605 sqft 867 Btuh _ Floor total 0 Btuh Infiltration 31 cfm 690 Btuh VVindovls(126%) Internal gain 2120 Btuh Duct gain 0 Btuh Infil.(23.0%) Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 5701 Btuh Latentint(10.6%) Latent gain(ducts) 0 Btuh Latent gain(infiltration) 1046 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 800 Btuh Int.Gain(28.1%) Total latent gain 1846 Btuh TOTAL HEAT GAIN 7547 Btuh Allmk EnergyGaugeO System Sizing 8th Edition PREPARED BY: IV DATE: EnergyGauge®/USRCZB v5.1 Residential Window Diversity Midsummer Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE1466 ATLANTIC BEACH , FL 32233 9/15/2017 Weather data for:` Jacksonville. -Defaults Summer design temperature 95 F Average window load for July 1379 Btuh Cooling setpoint 75 F Peak window load for July 1741 Btuh Summer temperature difference 20 F Excusion limit(130%bf Ave.) 1793 Btuh Latitude. 30.5 North Window excursion Jul None WINDOW Average and Peak Loads `}'�`��i.61 .. .- - ■ _-r_�� ■t�r�■,;!i, ■ rir■■■a.r` ��r: r_�r® r_� moi__ ris �r■rrr. ,� ,W� p4g r* 1 l i I r- ^.o 1 WindowLoad(5tvh)12 Hour Avetacie ®.: Limitf r.l� l r i n i i Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge®/USRCZB v5.1 Residential Window Diversity October Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 9/15/2017 - -Weather;data for:`.:Jacksonville. ,-Defaults Summer design temperature 95 F Average window load for October 1629 Btuh Cooling setpoint 75 F Peak window load for October 2310 Btuh Summer temperature difference 20 F Excusion limit(130%of Ave.) 2117 Btuh Latitude 30.5 North 1 Window excursion October 192 Btuh WINDOW Average and Peak Loads , ewe.eepei�ge�e®■,�Pa�se�e®�®ee�ee�eeeco®eek■eeo�o�eeepe�eeeoe®ewe U. 1 -21 D D . t -p4 i WindulLoad 5tih- Urnitforexcursion 12 Hour Average Total October Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain.for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: 10 EnergyGauge®/USRCZB v5.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F (TMY3 99%) ComponentLoads.forlNfiole;House: Window Panesfl-ype Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.30 N 13.8 12.3 169 Btuh 2 2, NFRC 0.30 Vinyl 0.30 N 13.8 12.3 169 Btuh 3 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh 4 2, NFRC 0.30 Vinyl 0.30 N 15.5 12.3 191 Btuh 5 2, NFRC 0.30 Vinyl 0.30 N 15.5 12.3 191 Btuh 6 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh 7 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh Window Total 105.1 s ft 1292 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Ext (0.077) 19.0/0.0 84 3.17 268 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 97 3.17 306 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 101 3.17 320 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 101 3.17 320 Btuh Wall Total 383 s ft 1213 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, m (0.460) 20 18.9 377 Btuh 2 Insulated-Exterior, m (0.460) 20 18.9 377 Btuh Door Total 40 s ft 754Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 605 1.3 790 Btuh Ceilin-q Total 605 s ft 790Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 190.0 ft(perim.) 48.4 9192 Btuh Floor Total 605 s ft 9192 Btuh Envelope Subtotal: 13242 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.23 10864 1.00 41.9 1887 Btuh Duct load Average sealed, R6.0, Supply(Con), Return(Con) (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 15129 Btuh EnergyGauge®/USRCZB v5.1 Pagel (o o- Manual J Winter Calculations Residential Load Component Details (continued) Project Title: 146 SANDY BEACH LANE HAI FrAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 3 Building Type: User 9/15/2017 Enc r+ n O HOLE HOU.$E TOTALS;:. Subtotal Sensible Heat Loss 15129 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 15129 Btuh EQUIPMENT = 1. Electric Heat Pump # 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) U-(Wndow U-Factor) HTM-(ManualJ Heat Transfer Multiplier) ;z Version 8 EnergyGauge®/USRCZB v5.1 Page 2 system sH'zQ g C lculat'Ms ® summer Residential Load - Whole House Component Details Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 9/15/2017 .Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference:49gr. Componen#%Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30,0.30 B-L No N 6.Oft 1.0ft 13.8 0.0 13.8 9 9 123 Btuh 2 2 NFRC 0.30,0.30 B-L No N 6.Oft 1.0ft 13.8 0.0 13.8. 9 9 123 Btuh 3 2 NFRC 0.30,0.30 B-L No S 6.Oft 1.0ft 15.5 15.5 0.0 9 11 139 Btuh 4 2 NFRC 0.30,0.30 B-L No N 1.0ft 1.0ft 15.5 0.0 15.5 9 9 139 Btuh 5 2 NFRC 0.30,0.30 B-L No N 1.0ft 1.0ft 15.5 0.0 15.5 9 9 139 Btuh 6 2 NFRC 0.30,0.30 B-L No S 1.0ft 1.0ft 15.5 12.6 2.9 9 11 145 Btuh 7 2 NFRC 0.30,0.30 B-L No S 1.0ft 1.011 15.5 12.6 2.9 9 11 145 Btuh Window Total 105(sqft) 952 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 84.4 1.7 146 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 96.5 1.7 167 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 101.0 1.7 175 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 101.0 1.7 175 Btuh Wall Total 383 (sqft) 663 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 10.2 205 Btuh 2 Insulated-Exterior 20.0 10.2 205 Btuh Door Total 40(sqft) 409 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented A11ic/Light/Shingle 0.032 30.0/0.0 605.0 1.43 867 Btuh Ceiling Total 605(sqft) 867 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 605(ft-perimeter) 0.0 0 Btuh Floor Total 605.0 (sqft) 0 Btuh Envelope Subtotal: 2891 Btuh Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.17 10864 1 31.4 690 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 5701 Btuh Duct load Average sealed,Supply(R6.0-Candi),Retum(R6.0-Condi) (DGM of 0.000) 0 Btuh Sensible Load All Zones 5701 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL JACKSONVILLE_INTL ARPT 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 9/15/2017 WHOLE.HOUSE TOTALS.. _ Sensible Envelope Load All Zones 5701 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 5701 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 5701 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 1046 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 1846 Btuh TOTAL GAIN 7547 Btuh EQUIPMENT _ 1. Central Unit # 24000 Btuh "Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) - (Omt-compass orientation) Version 8 EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Winter Residential Load -=Room by Room Component Details Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 Building Type: User 9/15/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F(TMY3 99%) Coriiponent'Loads'for Room#7:.1st Floor Window Panes/Type . Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.30 N 13.8 12.3 169 Btuh 2 2, NFRC 0.30 Vinyl 0.30 N 13.8 12.3 169 Btuh 3 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh Window Total 43.1 s ft 530.Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Ext (0.077) 19.0/0.0 84 3.17 268 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 97 3.17 306 Btuh Wall Total 181 s ft 573 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, m (0.460) 20 18.9 377 Btuh 2 Insulated-Exterior, m (0.460) 20 18.9 377 Btuh Door Total 40 s ft 75413tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 605 1.3 790 Btuh Ceilin-q Total 605 s ft 79013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 190.0 ft(perim.) 48.4 9192 Btuh Floor Total 605 s ft 9192 Btuh Room Envelope Subtotal: 11839 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.23 6440 0.47 19.8 892 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 12731 Btuh Component Loads for Room#2:,2nd Floor Window. Panes/Tvpe Frame U Orientation Area s ft X HTM= Load 4 2, NFRC 0.30 Vinyl 0.30 N 15.5 12.3 191 Btuh 5 2, NFRC 0.30 Vinyl 0.30 N 15.5 12.3 191 Btuh 6 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh 7 2, NFRC 0.30 Vinyl 0.30 S 15.5 12.3 191 Btuh Window Total 62.0 s ft 763 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 Building Type: User . 9/15/2017 Walls Type Ornt. Ueff. R Value Area X HTM= Load (Cav/Sh) 5 Frame-Wood -Ext (0.077) 19.0/0.0 101 3.17 320 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 101 3.17 320 Btuh Wall Total 202 s 640 Btuh Room Envelope Subtotal: 1403 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.23 4424 0.53 22.1 995 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#2 Sensible Room Subtotal 2398 Btuh HOLE-HOUSE TOTALS'.. Subtotal Sensible Heat Loss 15129 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 15129 Btuh EQUIPMENT 1. Electric Heat Pump # 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) -" Version 8 EnergyGauge®/USRCZB v5.1 Page 2 tv Residential Load ® Room by Room Component Details Project Title: 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 9/15/2017 Reference City: Jacksonville, FL Temperature Difference:20.OF(TMY3 99%) Humidity difference:49gr. Com.ponentloads for Room;#1: 1st�Floor Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30,0.30 B-L No N 6.Oft 1.0ft 13.8 0.0 13.8 9 9 123 Btuh 2 2 NFRC 0.30,0.30 B-L No N 6.0ft- 1.0ft 13.8 0.0 13.8 9 9 123 Btuh 3 2 NFRC 0.30,0.30 B-L No S 6.Oft 1.0ft 15.5 15.5 0.0 9 11 139 Btuh Window Total_ 43(sqft) 385 Btuh Walls Type U.-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 84.4 1.7 146 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 96.5 1.7 167 Btuh Wall Total 181 (sqft) 313 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 10.2 205 Btuh 2 Insulated-Exterior 20.0 10.2 205 Btuh Door Total 40(sqft) 409 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 605.0 1.43 867 Btuh Ceiling Total 605 (sqft) 867 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 605(ft-perimeter) 0.0 0 Btuh Floor Total 605.0 (sqft) 0 Btuh Zone Envelope Subtotal: 1974 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.17 6440 0.47 14.8 326 Btuh Internal Occupants Btuh/occupant Appliance Load gain 0 X 230 + 1200 1200 Btuh Sensible Envelope Load: 3500 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 3500 Btuh Component Loads.for-Room•#2: 2nd Floor Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 4 2 NFRC 0.30,0.30 B-L No N 1.0ft 1.0ft 15.5 0.0 15.5 9 9 139 Btuh 5 2 NFRC 0.30,0.30 B-L No N 1.0ft 1.0ft 15.5 0.0 15.5 9 9 139 Btuh 6 2 NFRC 0.30,0.30 B-L No S 1.0ft 1.0ft 15.5 12.6 2.9 9 11 145 Btuh 7 2 NFRC 0.30,0.30 B-L No S 1.0ft 1.0ft 15.5 12.6 2.9 9 11 145 Btuh Window Total 62(sqft) 567 Btuh EnergyGauge®/USRCZB v5.1 Page 1 4 O 3 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL JACKSONVILLE?FNTL ARPT 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 ° 9/15 2017 Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 5 Frame-Wood-Ext 0.08 19.0/0.0 101.0 1.7 175 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 101.0 1.7 175 Btuh Wall Total 202(sqft) 350 Btuh i Zone Envelope Subtotal; 917 13tuh it Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.17 4424 0.53 16.6 364 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 2201 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 2201 Btuh EnergyGauge®/USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL JACKSOWILLE_INTL ARPT 146 SANDY BEACH LANE HABITAT-TRIPLEX-INSIDE146B ATLANTIC BEACH , FL 32233 9/15/2017 WHOLEHOUSETOTALS:. - - _ - . Sensible Envelope Load All Zones 5701 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 5701 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 5701 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 1046 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 1846 Btuh TOTAL GAIN 1 7547 Btuh EQUIPMENT. • _ _ - , - - - 1. Central Unit # 24000 Btuh `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor)• (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) (Omt-compass orientation) Version 8 EnergyGaugeO/USRCZB v5.1 Page 3 fps 1ip,�r City of Atlantic Beach APPLICATION NUMBER ` o assigned b the Building Department.) Building Department R be g y s5 800 Seminole Road —o - w . Atlantic Beach, Florida 32233-5445 - Phone(904)247-5826• Fax(904)247-5845 Date routed: „, . E-mail: building-dept@coab.us 4 of City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 14�g S d'ndy l kAL )Ly) Department review required Yes No (-Building Applicant: ©� CLU poiV Ur SA(�LtJj)� ��Planiniing 2ign"N ree m• " Project: C�-�C�C,�IUI Slllgl.Q,-- (►'Llll! ��nnP Pubic or s Public Utilities Public Safety Fire Services Signafure Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING l/� l PLANNING &ZONING Reviewed by` `� #04,/ODate: 1 V ' 1 7 TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach,FL 32233 YII j i ;''t; OCT — 3 2017 ;:. lit Office (904) 247-5826 Fax (904) 247-5845 I l 0 Jf , --- Job Address: # 146 Sandy Beach Lane COAB, 32233 Permit Number: Legal Description: 38-2S29E-7.41B De Castro Y Ferrr Grant PT RECD O/R 16531--2248 Parcel#Blk: I Lot: 9 oor rea o q. t• Valuation of Work$110,000 Proposed Work heated cooled 1212 sq• non-heated/cooled 172 Class of Work(circle one): New (X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial Residential N/A If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No(X) Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Construct attached two story Triplex single family homes Property Owner Information: Name: Beaches Habitat for Humanity Address: 797 Mayport Rd City Atlantic Beach State FL Zip 32233 Phone#904-241-1202 E-Mail or Fax#(Optional)#904-241-43 10rpeterson@beacheshabitat.org Contractor Information: Company Name:201 MoTort Construction Management,LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd.AlA#701 City Atlantic Beach State FL Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number_904-334-1202 Fax# State Certification/Registration#CGC1506666 Architect Name&Phone# Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address -k and or llation has rior Application of a hereby er b a�made at allobtain worwillpermit pe formed toomeet/e standards of allas lawsrregti regulating construction uctionat no yik thpis juaisdicttion. This permit becomeson uri issawork oid if work is not rcommenced d hairhat esix paiate permrits muor st be setconstrua ed for Electric al Wo k,Plumbing,or work is su ended or rSigns,or aWells,Poeriod olsx urnaces,Boile,6)months at strHeame ie,� Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENDBEFORE RECORDING YOUR NOTICE OF H YOUR LENDER OR AN ATTORNOMMENCEMENT. ing Ilrereb certify that have and examiwith whether sptecihis aedlhe reinion ornot?o Th a grarnting of arper i does cnotprt. esumerto give ons of aauthws orityrtorrviiolateances gorvcarncelttl e to be t7 type o7wor k will b p provisions of any other eral,state, or local law regulating construction or the performance of construction. Si ature of Owner w Signature of Contractor Print Name Print Name ......................................................................................................................................... Sworn to and subscribed befor me Sworn to and subscribed before me this—R!-Day of S �� 20 this �Day of s z Notary PublicBRAY Notary Public a°;�Y Notary Public-State o9 Florida .��,, KYLE MURRAY R iced 01.26.10 t 8 � d�<�Y NV�•i • Commission#FF 941841 jQ °�o,-,_ Notary Public-State of Florida "71O�� ,, Bonded th o ph National Notary AssMy Comm Expires Apr 2, n. _°; Commission#FF 941841 My Comm.Expires Apr 2,2020 �S �f �rt City of Atlantic Beach APPLICAZONUMBER . � Building Department �, r y:{ , .i (To be assigned byding Department.)�� .� ., L800 Seminole Road � fi ' � S� � Atlantic Beach, Florida 32233-5 '49 €� '� . , s�Phone(904)247-5826 Fax(904)}245 0 5 2017 Date routed: 17 E-mail: building-dept@coab.us City web-site: hftp://v ww.coab.d APPLICATION REVIEW AND TRACKING FORM Property Address: (� s ettlb RQ LJA LV) Department review required Yes .--Wo— Building esNoBuildin Applicant: ©` �y pQlk �t� � Planning &Zoning 11 '' ,'Ul/I Tree Administrator Project: *Q kL5 l f1 �.Q,� t L © Pu6 is or s � PublicaU;tiiities Public Safety Fire Services Review fee$ : r Dept Signature C - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. [:]Denied. ❑Not applicable (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by: Date: tob'/l TREE ADMIN. Second Review: ❑Approved as revised. [-]Denied. ❑Not applicable P C WORK Comments: PUBLIC UTILITI- -7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �{ City of Atlantic Beach y PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane a:, A.• Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date 10 - 9 — 1 7 Project Address 1 go C� 0 L4 B02C ff Number of Units d' Commercial Residential ✓ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) `3/q New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# �S 1 — (e, Water System Development Charge $ ' Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection. $ L50, Other $ TOTAL $ 3 S (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 201 Mr. Kayle Moore Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Mr. Moore I have submitted a building permit application for the Triplex"C" located at: #142, 146, 152 Sandy Beach Lane, COAB (Blk.# 1,Lots# 10, 9, 8)Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, according to our HOA agreement we will be installing an irrigation system for the common areas. Please give me a call (904-241-1222, or 334-1202) if you require any additional information. Sincerely, Robert Peterson, Construction Director City of Atlantic Beach ;% APPLICATION NUMBER OCT 05 2017 y o be assigned b the Building Department.) j Building Department �1` (1 9 y 9 sS 800 Seminole Road L I� LL - sil— Atlantic Beach, Florida 32233-5445 1;�_ � Phone(904)247-5826• Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: wDg I (� City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1'4�g SiMA �kAC,nLV) • Department review required Yes No A/� lBuilding Applicant: ;10V /"��y p��k {��uV�✓1 Planning &Zoning ` Tree A ministrator Project: CAW*QC,0 Sl(lgl2--�Q fYLIIU �L�IM� *1��ca`,'.ar s' Public Utilities Public Safety Fire Services Revlew fees$. _D.ept.Signature Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [iZApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by-_ Date: 8� " TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable P BLI WORK= Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Permit Attachment of Permit#-issued for Owner's Name: 20 Atlantic Beach,FL 32233 ��.e� R.E. #: , 1'' Property Address: Subdivision: Lot#/Block#: Lo RF-VOCAIBLE ENCROACHMENT PERMIT THIS REVOCABLE FNCROA.0 by Atlantic Beach, Florida a 1�Ii1Cl EENT,issued on this Florida, hereinafter referred to municipal 11 corporation ora day of ,201� CITY" and g razed and existing under the laws of the State of hereinafter referred to as "LIBER' . 13ea-e.L�- � r of Atlantic Beach; Florida, That the CITY does herebyNVITNESSETIH[. enter upon grant the USER permission on a revocable basis as described here' P the property of the City of Atlantic Beach for the Beach Right-of--Way/Easement e m the right to p rmit numbers noted above(copies Purpose in the City of Atlantic This work's generally described as: (41 Any facility maintained, repaired, erected, and/or installed " subject to relocation or removal on thin given b Y(30) days notice b m the exercise of the privilege granted remains Y certified mail, rets Y CITY to the USER, said notice to USER shall be 1 VIN, &V 4_ t receipt requested, to 4 the following address: The depositin �. • cancellation and the burden its upon ice f USERtocancellation in the United States mail shall constitute the notice of keep the CITY informed of USER's proper address. The USER shall promptly exercise oftj1e p Y make any and all necessary-repairs to an Privilege herein granted and shall at all times maintain nyfiliht erected or maintained in the Y in good and safe condition. In the event it is necessary for the CITY or the City's approved re enter upon the above-described roe presentative or other franchised utility to any and all material necessarily displaced a i CITY, the USER shall replace at the USER'S sole expense, adding to of the utilities and facilities of the CITY or franchise utili g the action e maintaining, repairing, operating, replacing, or The facilities allowed b ty provider. Land Development3 the permit shall meet the current requirements of the Ci Code, and all other land use and code requirements of the CITY, including City Code, Building Codes, City Code Section 19-7-(h) which states " with other materials, but must be replaced with smooth that cool rete left lks: Ci existing and wader' City sidewalks may not be replaced adjoining sidewalks. natural in color so that it matches the Page ] of 2 The USER, prior to making approval from the Ci g any changes from the appioved City of Atlantic Beach,Public Works Department,plans and/or method discretion of the CITY, be requested to submit as-built drawfor said change. ' must obtain written after the day of completion, g The USER shall,at the Ings showing the change within tl>irty (3 0) days This permit shall insure to the benefit of, and be binding assigns upon, the USER and their respective successors and USER shall meet the terms and conditions of this and/or specifications to Permit and to all.of the a include utilities locate requirements and use limitations/requirementspplicable State and rights-of way and other public land. CITY laws be saved harmless b USER further agi ees that the CITY and its officerand a of liabilities are hereby assu ed b from any of the work herein under the to public employees shall Y the USER. rms of this permit and that all of said DJEDnd SIGNED thisday of By •tParpriB. KYLEDtlatary Notary Public riday OWn Commission1 (to be signedooFF�op.�`' My Comm.Exp20 in presence of the Notary) """`' Bonded through Nssn.STATE Off' FLOJ�A �- COUNTY OF DUVAL On this _day of and for said County and State, ' 20 Personally appeared before me a Nota and who executed Atlantic Beach the o'Public in the foregoing instrument Florida, known to me to be the property Il s °WIIer of and voluntarily and for the uses and u , who acknowled ed to p ( )described in par therein g me that he or she executed the same freely mentioned. Notary public in for said County and State CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: V V For eimi where1 i sid �/ a ge ap oval eq fired: is P.cte , --Y1t2Yih► NBC Wor6 DGre46V- Nelso an Liere, City Manger Page 2 of 2 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY —�='�.•_- 800 Seminole Road Atlantic Beach,Florida 3 AND EASEMENTS PLEASE SUBM► 2233-5445 COMPLETE SETSOF P 904-247-5800 Date LANS WITH APPLICATION. Fax 904-247-5845 Job Address NO ani PERMIT* Permitee: ISSUED BY THE C►7y �-a� c fi ar. ltitey4 Permittee Address: �� Z , �� Telephone� 9 ag+ Requesting Permission to Construct: , �� e� rl. aZ33 4291 L/v Location: (Reference to Cross-Street) �• Applicant declares that prior to filin ^`� i`r� both aerial and Underground and the this application he has ascertained g accurate locations are shown on the ketches. A Letter of Notification was the location of all existing utilities, mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Bell South Telephone Company Ferrell Gas Yes( ) No ( ) Date: Comcast Yes( No ( ) Date: 2. Whenever necessa Yes( ) No ( ) Date: ry for the construction Yes ( No ( ) Date: alteration or relocation of all, or an repair, improvement Works, any or all of said y portion of said street or easementmaintenance, safe and efficient hereunder, shall be fsaidPoes wires' pipes, cables or other f -as determined b Dircoperation, required bimmediately femoved from said street or easement or nd a y the Director of Public y the Director of Public Worksappurtenances authorized authorized. , and at she exreset or'relocated hereon as 3' All work shall expense of the Permittee Performed meet City of Atlantic Beach or Florida unless reimbursement is under the ' supervision Superintendent) located_at -� Of Department of Transportation Standards `I- All materials and a StO� and be 5. quipment shall be su f (Contractors All city grope ect to inspection b 6 Telephone;: Project and the Property shall be restored to its original condition as far as _eY �" ►moo manner satisfacto y the Director of Public Works or his 6 A sketch of to the city. practical, in keeping designee. Plans covering details of this installation as pin with cif s Part of this permit. Calculations shf thin y PeCif►cations Right o>;Wa well as, a copy of a recent surve 7 p are to be included with this an increase in im envious area oowner, This Permittee shall commence actual construction in y shalt be made a more than 60 days from date of 1►catron- n s lot or in the cit Public Works fo make sure no changes a good faith with g approval, then permittee days. If the be 9 have occurred in the area that would affect the permitted ginning date is Itis understood and agreed that the rights and City's right, title and interest in the ieW the land to be entered u on Permit with the Director of times privileges herein set out are p miffed construction. assume all risk of and indemni granted only ^ against any and all loss, dama a defend p and used by the holder, and the Holder will, atfall exercises b and save harmless the City of Atlantic Beach from and y the holder of the aforesaid rights and priv 1e9e5risin9 in an 9 The Director of Public Works shall be y manner of the exercise or attempted immedia ly upon completion. notified twenty-four 24 ( ) hours prior to starting work and a ®VQBPe6ER g gain _ MAY Pue,,/ KYLE MURRAY Signed: ;•r°,_ ��o; Notary Public-State of Florida Before me this Date: Commission#FF 941841 State Of Florida,has personal) appeared dayof-��in the Count of •_ Nota g Y Y v 1% oFF�°:°�' My COMM.Expires Apr 2,2020 Notary Public at Lar e,State of Florida, Coun """"`� Bonded through National Notary Assn. My commission expires: tY of Duval. Produced identwication:rsonally(;no,,,n%/ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ' (904)247-5800 . BUILDING DEPARTMENT REVIEW COMMENTS Date: 10.12.2017 OFFICE COPY Permit#: RES17-(0195, 0196, 0197) Site Address: 142, 146, 152 Sandy Beach Lane Site 2768 State Rd. AIA#701,A.B. Review: 1 Address: RE#: Phone: 595-5798 Email: rpeterson(a,beacheshabitat.org Applicant: 201 Mayport Const. Manag., Homeowner: Beaches Habitat for Humanity LLC CORRECTION COMMENTS: These are plan review comments from 1 of 4 departments reviewing this permit application. 1. �ion-f -is-in-eemi l a -fltuct-a-ff d-engiueering 2. Inlay- the en ineering structural page CS is incorrect. Under CODES & DESIGN STANDARDS, t e DA BUILMqj::r - A BUILDING CODe nolonger in use. Zase=��pCS with the current Florida Building Code. op' . -- IG-a T--(7 M 3. tease i mpIi I c quire de, Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 w C-0 ryl r►n p✓L+� D -l 2"! 7 i'Yl Eh'iA! ��e�// ��V'i P 1 OFFICE COPY —, 201 -7 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach,FL 32233 Dan Attached are the following materials in support of Beaches Habitat application for the building permit : Triplex "C", Block#1 Lots # 10,9,8 #142, 146, 152 Sandy Beach Lane, COAB 1) One (1) copy of the Building Permit Application each unit 2) Two (2) copies of roof truss plans 3) Two (2) copies of HVAC Energy Sheets — a 4) Two (2) copies of the Florida Product Approval form 5) One (1) copy of recorded Notice of Commencement 6) One (1) copy of letter to Kayle Moore regarding fire sprinkler/irrigation systems. 7) Five (5) copies of the Construction Management Plan 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering plans 11)Two (2) copies R.O.W. Permit Please let me know if any additional information is required. Thank you, Sincerely, Ro ert eterson, ---_--- Construction Director 904.334.1202 attachments �-�c. 10•a T- h" Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek ® OFFICE COPY RE: 1213846 - MiTek USA, Inc. Site Information: Tam Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Michael G. Holder License#: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, Truss Design Drawings and-07Actditional-D'rawirigs7-----..------- With my seal affixed to this sheet, I hereby certify thafTGa`lhEg,TrdSs�Design�Ehoineemand,tthisrindex:sheet=;•;a..,ed for conforms to 61G15-31.003 section 5 of the Florida BoWnd VNdiesslo�ial-Eri �'n�efs'RtJ1esa"r ` "ngenee-1ln.t; n- ,- �7 by f No. Seal# Truss Name Date No. Seal# rP'n i s .ala^ro pull ll d s not lesser' tr'' es ,n�L _ , eparatien c:r said doa.ments, nor relieve 1 T12019669 CJ01 9/13/17 18 T12019686 ,PQ8 Si errors u9/dr3/:1s7on within ti-ie carne. 2 T12019670 CJ02 9/13/17 19 T1201968 9 9/13/17 3 T12019671 CJ03 9/13/17 20 T1 88 PIWVED Q 7'f3/t�1/"D 5 NOTED Cl f�+D_9,, g�I�P�C�rED 4 1 T12019672 1 CJ04 9/13/17 121 1 T12019 113/17 15 1 T12019673 1 CJ05 19/13/17 122 I T12019690 I F12 19/13/17 16 T12019674 1 CJ06 19/13/17 123 1 T1201501 1 F13 ,9/_13/1.7 _ 17 1 T12019675 1 CJ07 19/13/17 124 1 T12WW92 I F14 19/13/17 18 1 T12019676 1 EJ01 19113/17 125 1 T12019693 I F15 19/13/17 1 19 I T12019677 J EJ02 19/13/17 126 1 T120196941 F16 9/_13/17 1 �w 110 I T12019678 J EJ03 19/13/17 127 1 T120196951 F17 19/13/17 1 Ill I T12019679 1 F01 19/13/17 128 IT12019696JE18 9/13/17 112 I T12019680 I F02 19/13/17 129 J T1201969'7=t F•19-•j '=---._l 9/13/17 = _ 13 1 T12019681 F03 9/13/17 130 T1201.Q698. .F20 9/13/17 14 1 T12019682 1 F04 9/13/17 131 -9j*3/17 il )>>,t' =��-J 15 712019683 F05 9/13/17 32 7120-4 0 f-1=22-_rz 9L13L1>7_: J �''_rj' r 116 I T12019684 I F06 19/13/17 133 1 T12019701 1 HJ01 19/13/17 1 117 I T12019685 I F07 19/13/17 134 1 T12019702 1 HJ02 19/13/17 The truss drawing(s)referenced above have been prepared by e��®JER�p MiTek USA, Inc. under my direct supervision based on the parameters �� p,�;..•••••.. provided by Builders FirstSource-Jacksonville. `�. .��G E Ns Truss Design Engineer's Name: Finn, Walter P40 8 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification =!'; STATE OF :•�� that the engineer named is licensed in the jurisdiction(s)identified and that the 0 . (V designs comply with ANSI/TPI 1. These designs are based upon parameters r,7••.A, shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i°��i•4 0 R%'0. �� fileereferenMiTek. ce purposeproject only,and was not taken information into account nt infor the preparationcustomers of 11441111111100'°°ooS4ONAi 00 these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Wafter P.Finn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 13,2017 Finn,Walter 1 of 2 RE: 1213846 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida No. I Seal# Truss Name Date 135 1 T12019703 1 HJ03 9/13/17 136 I T12019704 I T01 19/13/17 137 I T12019705 I T02 19/13/17 138 I T12019706 I T03 19113/17 139 I T12019707 I T04 19/13/17 140 I T1201970B I T05 19/13/17 141 I T12019709 I T06 19/13/17 J 142 I T12019710 I T07 19/13/17 143 1 T12019711 1 T08 19/13/17 144 I T12019712 I T09 19/13/17 145 I T12019713 I T10 19/13/17 146 I T12019714 I T11 19/13/17 2of2 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 1213846 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Michael G. Holder License#: 16215 Address: 44161 Woodridge Dr City: Callahan State: Florida General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 46 individual, 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. Seal# Truss Name Date No. I Seal# Truss Name I Date 1 IT12019669 ICJ01 9/13/17 118 1 T12019686 1 F08 9/13/17 12 IT12019670 I CJ02 19/13/17 119 I T12019687 I F09 19/13/17 1 13 I T12019671 I CJ03 19/13/17 120 I T12019688 11710 19/13/17 1 14 _ IT12019672 ICJ04 19/13/17 121 1T12019689 1F11 19/13/17 I 15 I T12019673 I CJ05 19/13/17 122 1 T12019690 1 F12 19/13/17 I 16 I T12019674 I CJ06 19/13/17 123 1 T12019691 I F13 19/13/17 1 17 1 T12019675 I CJ07 19/13/17 124 1 T12019692 1 F14 19/13/17 18 I T12019676 I EJ01 19/13/17 125 I T12019693 I F15 19/13/17 19 IT12019677 I EJ02 19/13/17 '126 IT12019694 I F16 19/13/17 110 IT12019678 I EJ03 19/13/17 127 I T12019695 I F17 19/13/17 111 IT12019679 1 F01 19/13/17 128 I T12019696 I F18 19/13/17 I 112 IT12019680 I F02 19/13/17 129 I T12019697 I F19 19/13/17 1 113 I T12019681 I F03 19/13/17 130 I T12019698 I F20 19/13/17 1 114 I T12019682 I F04 19/13/17 131 I T12019699 I F21 19/13/17 1 115 I T12019683 I F05 19/13/17 132 1 T12019700 1 F22 19/13/17 1 116 I T12019684 I F06 19/13/17 133 1 T12019701 1 HJ01 19/13/17 1 117 I T12019685 I F07 19/13/17 134 1 T12019702 1 HJ02 19/13/17 I The truss drawing(s)referenced above have been prepared by o��}��roo�;rrtpti MiTek USA,Inc.under my direct supervision based on the parameters ��P�'C-ER provided by Builders FirstSource-Jacksonville. N'. C Truss Design Engineer's Name: Finn, Walter :• No ,22839 My license renewal date for the state of Florida is February 28,2019. 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 STATE OF designs comply with ANSI/TPI 1. These designs are based upon parametersA Q ��l/i shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��tCS• 0.R 1�._ N*�N given to MiTek. Any project specific information included is for MiTek's customers :S' "�• file reference purpose only,and was not taken into account in the preparation of ��I�CONAL ' these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Walter P.•Finn PENo,22839 should verify applicability of design parameters and properly incorporate these designs PAITek'USA;Inc.FL Ceit;6634 into the overall building design per ANSVTPI 1,Chapter 2. SO4ParkeEast Blvd.TahipaFL336% Date:. September 13,2017 Finn, Walter 1 of2 RE: 1213846 - Site Information: Customer Info: Habitat for Humanity Project Name: 1213846 Model: Triplex C Lot/Block: 142,145,152 Subdivision: N/A Address: 142,145,and 152 Sandy Beach Lane City: Duval State: Florida No. JSeal# Truss Name I Date 35 IT12019703 I HJ03 I9/13/17 136 IT12019704 I T01 19/13/17 1 137 I T12019705 1 T02 19/13/17 I 138 I T12019706 1 T03 19/13/17 I 139 IT12019707 I T04 19/13/17 I 140 IT12019708 I T05 19/13/17 141 IT12019709 I T06 19/13/17 142 IT12019710 I T07 19/13/17 143 IT12019711 I T08 19/13/17 I 144 IT12019712 I T09 19/13/17 I 145 IT12019713 I T10 19/13/17 I 146 IT12019714 I T11 19/13/17 1 2 of 2 Job Truss Truss Type Qty �7ob 1213846 Will Jack-Open Truss 8 1 Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:35 2017 Page 1 ID:-8kMQOglCcvBYV7m4?WyToxk-p6MTR6DH9L1TRSxGOWFdl9mohjDT7HK4pf oglyel4s -2-0-0 I-M _ 2-0-0 1-0-0 Scale=1:6.8 3 4.00 12 2 N d 4 1 3x4 = 1-0-0 1-M Plate Offsets(X.Y)— 12:0-1-6.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=269/0-5-8 (min.0-1-8),4=-95/Mechanical Max Horz 2=70(LC 8) Max Uplift 2=-303(LC 8),4=95(LC 1) Max Grav 2=269(LC 1),4=125(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)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 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 303 Ib uplift at joint 2 and 95 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE 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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'�'�k` 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 truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019670 1213846 CJ02 Jack-Open Truss 8 1 ob Refere ce o tiona Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:35 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-p6MTR6DH9L1TRSxGOWFdlgmogFE7HK4pf oglyel4s i -2-0-0 3-0-0 ' 2-0-0 3-0-0 Scale=1:10.1 3 4.00 12 cA. r5 c5 o ' 2 0 2x4 = 4 1 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=29/Mechanical,2=254/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-36(LC 12),2=-232(LC 8) Max Grav 3=29(LC 1),2=254(LC 1),4=42(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Extedor(2)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 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-D-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 36 Ib uplift at joint 3 and 232 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall p A ye� building 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 stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the �i iPrk° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019671 1213846 CJ03 Jack-Open Truss 8 7Job eference o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:36 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-HIvrfSDvvf9K3cWSyEmsgNJzy7ZBskZD1 JjLMTye 14r -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.4 3 4.00 12 2 ai 1 2x4 = 4 i 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=102/Mechanical,2=299/0-3-8 (min.0-1-8),4=24/Mechanical Max Horz 2=132(LC 8) Max Uplift 3=-99(LC 12),2=240(LC 8) Max Grav 3=102(LC 1),2=299(LC 1),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)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 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 99 Ib uplift atjoint 3 and 240 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TI/IS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall MOW building 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 stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IV11 C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019672 1213846 CJ04 JACK-OPEN TRUSS 4 1 lJobReference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:37 2017 Page 1 ID_BkMQOglCcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar8zvvy?bBpNGzTvvwyel4q 2-M Scale=1:11.2 3 4.00 12 2x6 II 2 o_ 5 6 4 2x4 11 1-0-0 r 1-H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=302/0-5-8 (min.0-1-8),3=-104/Mechanical,5=-25/Mechanical Max Horz.6=60(LC 9) Max Uplift 6=-272(LC 8),3=-104(LC 1),5=-25(LC 1) Max Grav 6=302(LC 1),3=104(LC 8),5=11(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=268/378 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;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 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 272 Ib uplift at joint 6,104 Ib uplift at joint 3 and 25 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mn ek®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 verify the applicability of design parameters and properly Incorporate this design into the overall �A T ■■■ ��k' building 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 stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IdO81 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019673 1213846 CJ05 JACK-OPEN TRUSS 4 71ab a ere ce(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 1314:47:37 2017 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar9tlWwPbBpNGzTvvwyel4q 2-M 1-6-0 Scale=1:6.8 3 3.00 12 2 d 1 4 >< 24= 1-6-0 1.6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=240/0-5-8 (min.0-1-B),4=-34/Mechanical Max Horz 2=61(LC 8) Max Uplift 2=-258(LC 8),4=34(LC 1) Max Grav 2=240(LC 1),4=53(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)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 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 258 Ib uplift at joint 2 and 34 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mrrek®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 verify the applicability of design parameters and property incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW 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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ply 712019674 1213846 CJ06 JACK-OPEN TRUSS 4 7Job e e ence(optional Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:37 2017 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-IUTDsnEXgzHAgm5fVxH5Nar8?WxibBpNGzTvvwyel4q r -2-0-0 3-M 2-0-0 3-0-0 Scale=1:9.9 3 3.00 12 d 2 d d ro o 1 21= 4 r 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress]nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014rTP12007 (Matrix) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=29/Mechanical,2=253/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-33(LC 12),2=-233(LC 8) Max Grav 3=29(LC 1),2=253(LC 1),4=42(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)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 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 33 Ib uplift at joint 3 and 233 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'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 truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Jobruss Truss Type Qty Ply T12019675 1213846 CJ07 JACK-OPEN TRUSS 4 1 • �J.b Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:38 2017 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-Dh1 c47FARGP 1 Ivgr3fpKvoOJIwFfKe3VWdCSRMye14p -2-M 5-0-0 2-M 5-0-0 Scale=1:13.2 3 3.00 12 v �l 2 1 2x6 = 4 5-M 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=103/Mechanical,2=29B/0-3-8 (min.0-1-8),4=24/Mechanical Max Horz 2=98(LC 8) Max Uplift 3=-93(LC 12),2=244(LC 8) Max Grav 3=103(LC 1),2=298(LC 1),4=72(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)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 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 93 Ib uplift at joint 3 and 244 Ib uplift at joint 2. 6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verily,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall MiTek'gek` building 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 stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the ty9�'t' fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019676 1213846 EJ01 Jack-Partial Truss 20 1 �Jolb Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:38 2017 Page 1 I D:_BkMQOglCcvBYV7m4?iycCyToxk-Dh 1 c47FARGP 1 Ivgr3fpKvoODywBuKe3WVdCSRMyel4p -2-0-0 7-0-0 2-M 7-M Scale=1:17.3 3 4.00 12 � N N � N N 2 1 4 3x4= 7-0-0 7-0-0 Plate Offsets(X.Y)— 12:0-2-0,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=164/Mechanical,2=355/0-3-8 (min.0-1-8),4=34/Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-100(LC 12),2=-174(LC 8) Max Grav 3=164(LC 1),2=355(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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 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 100 Ib uplift at joint 3 and 174 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev.10103/2015 BEFORE 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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing L3 A B7'�1IL�` is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the MYi i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019677 1213846 EJ02 JACK-PARTIAL TRUSS 7 1 Lbe e e ce o do al Builders FirstSourre,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:39 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-itb_HTGoCaXuw3F 1 dMKZS?xTeKdl35JgkHy?zoyel4o -2-M 2-8-15 2-0-0 2-8-15 Scale=1:14.1 3 4.00 12 3x4 11 2 N d � Li 1 4 5 2x4 I 2-8-15 2-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 1BO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=251/0-3-B (min.0-1-8),3=29/Mechanical,4=1/Mechanical Max Horz 5=94(LC 8) Max Uplift 5=-197(LC 8),3=-46(LC 12),4=-2(LC 12) Max Grav 5=251(LC 1),3=29(LC 1),4=33(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=226/299 NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Extedor(2)zone;end vertical left exposed;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 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 197 Ib uplift at joint 5,46 Ib uplift at joint 3 and 2 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. B)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property Incorporate this design into the overall p6Tek� building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is akvays required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 36610 Job Truss Truss Type Qty Ply 71201957 USS 3 1 8 1213846 EJ03 JACK-PARTIAL TR Job Reference(optional) Builders FIrstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:40 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-A39MVpHQzuflYDgEB3ro?DTa7ksMoYZpyxhZWFyel4n 2-0-0 7-M 2-0-0 7-0-0 Scale=1:17.3 3 3.00 12 c v d �¢ N �N 2 1 3x6 = 4 7-M 7-0-0 Plate Offsets(X,Y)— 12:0-3-0.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014(rP12007 (Matrix) Weight:24 Ib FT=20% 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=164/Mechanical,2=354/0-3-8 (min.0-1-8),4=34/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=-94(LC 12),2=-179(LC 8) Max Grav 3=164(LC 1),2=354(LC 1),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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 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 94 Ib uplift at joint 3 and 179 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mfrek&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 verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing t,Jt'�'��° is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qry Ply 712019679 1213846 F01 GABLE 4 1 e e e ce o fo a�Job Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 1314:47:42 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-6SH6vVIgWvTnX_cl U1G4eZ2UXfkGSW6QFAga7ye141 0-1k8 0-1K8 Scale=1:32.7 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 34 0 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3= 3X3 = 3x3 = 1 1-6-12 1 2-10-12 4-2-12 5-6-12 1 6-10-12 8-2-12 9-6-12 10-10-12 1 12-2-12 1 131-2 1 14-10-12 1 16-2-12 17-0-12 1 18-10-12 119-8-121 1-0-12 1 4-0 1�-0 1 -0 1�-0 1 4-0 1�-0 1 4-0 1�-0 1 4-0 1 4-0 1�-0 1 -0 1�-0 0-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:89 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-8-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19, 18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. �' Design valid for use only with MiTekO 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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �''6'�k` is always required for stabildy 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,see ANSIfTPI1 Quality Criteria,DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019680 1213846 F02 FLOOR TRUSS 16 1 lJob Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:43 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-aegV7rJIGp1 KPhYpsCOVcr53_xqZ?IpFevwD6Zyel4k 0-1-8 H 1�-0� o Ai 11 8 scale-1:33.1 4x6= 4x6 = 1.5x3 = 4x4= 3x4 = 1.5x3 II 3x3= 3x3= 3x3= 1.54 11 3x3 = 4x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 23 24 0 Y 21 20 19 18 17 16 15 14 13 3x3= 4x6 = 44= 3x6= 3x3 = 1.5x3 II 3x6= 4x4= 4x6 = 3x3= 1.5x3 II 19-8-12 19.8-12 Plate Offsets(X.Y)- 11:Edpe.0-1-81.F11:0-1-8,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.34 17 >686 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.53 17-18 >440 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014TTPI2007 (Matrix) Weight:105 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=1065/0-5-4 (min.0-1-8),12=1065/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=1059/0,1-23=-1058/0,12-24=1058/0,11-24=1057/0,1-2=1093/0,2-3=-2726/0, 3-4=-381010,4-5=3810/0,5-6=425810,6-7=-4242/0,7-8=-3795/0,8-9=-3795/0, 9-10=2729/0,10-11=-1092/0 BOT CHORD 20-21=0/2062,19-20=0/3362,18-19=0/4154,17-18=0/4242,16-17=0/4242,15-16=0/4242, 14-15=0/3360,13-14=0/2062 WEBS 11-13=0/1410,IG-13=-1350/0,10-14=0/927,9-14=-87710,9-15=0/592,7-15=-864/0, 7-16=-88/279,1-21=0/1411,2-21=-1347/0,2-20=0/924,3-20=885/0,3-19=0/609, 5-19=467/0,5-18=-68/375,6-18=-396/359,6-17=-372/162 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wdh MiTek®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 verify the applicability of design parameters and propedy Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing �'�'��` 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 truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019681 1213846 F03 FLOOR TRUSS 2 1 o do al Lbe e e ce Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:44 2017 Page 1 1 D:_BkMQOgl CcvBYV7m4?iycCyToxk-2rOtKBKw169BOg7?Qvvk93eE2LEdkGbPtzfmf0ye14j 0-1-8 H I 1i M 1�� 1-7-4 -P48 0 Sca e-1:33.1 4x4= 1.5x3 = 1.5x3 II 4x8 = 4x4= 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 124 25 0 22 21 20 18 17 16 15 14 13 1.5x3 II 4x4= 3x4= 1.5x3 II 3x6= 4x4 = i 6-1-8 19-8-12 i 6-1-8 13-7-4 Plate Offsets(X Y)— [11:0-1-8 Edoel.f17.0-1-8 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.14 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.22 15-16 >744 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(L) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014fTP12007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20,18-19. REACTIONS. (Ib/size) 23=323/0-54 (min.0-1-8),12=735/0-3-4 (min.0-1-8),19=107210-3-8 (min.0-1-8) Max Grav 23=355(LC 3),12=740(LC 7),19=10B1(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=-356/0,1-24=355/0,12-25=736/0,11-25=-735/0,1-2=280/0,2-3=-479/0, 34=479/0,4-5=-74210,5-6=1899/0,6-7=1899/0,7-8=-2122/0,8-9=-2122/0, 9-10=168110,10-11=726/0 BOT CHORD 21-22=0/479,20-21=01479,17-18=0/1383,16-17=0/1899,15-16=0/1899,14-15=0/1989, 13-14=0/1357 WEBS 11-13=01936,10-13=-878/0,10-14=0/450,9-14=-429/0,7-15=-106/406,4-18=0/887, 5-18=-924/0,5-17=0/769,6-17=315/0,1-22=0/356,4-20=0/461,2-22=-270/44, 4-19=-1077/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notBet a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall piTek- building 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 stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019662 1213846 F04 FLOOR TRUSS 2 1 lJob Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:44 2017 Page 1 ID:_8kMQOglCcvBYV7m4?'rycCyToxk-2rOtKBKw169BOg7?Qvvk93eDyLETkGiPtZfmfOyel4j 0-1-8 H 1-3 0� 1� 7� S0tl ralb`—1:26.6 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 4x4 = 1.5x3 = 3x10 = 44 = 1.5x3 1.5x3 11 1.5x3 = 1 2 3 4 5 6 7 8 9 0 21 0 v 19 18 16 15 14 13 12 11 4x4= 4x4 = 1.54 II 3x6= 4x4 = 2-1-12 QW- 2 13-7-4 _Plate Offsets(X,Y)— [9:0-1-8.Edge1 [15:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.22 13-14 >740 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 10 n/a nla BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:87 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 10=717/0-3-4 (min.0-1-8),17=992/0-3-8 (min.0-1-8) Max Grav 10=730(LC 4),17=992(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-21=726/0,9-21=725/0,2-3=642/0,3-4=1829/0,4-5=-1829/0,5-6=-2072/0,6-7=2072/0,7-8=-1649/0, 8-9=715/0 BOT CHORD 15-16=0/1294,14-15=0/1829,13-14=0/1829,12-13=0/1948,11-12=0/1336 WEBS 9-11=0/921,8-11=-863/0,8-12=0/436,7-12=415/0,5-13=-94/482,5-14=257/0,2-16=0/853,3-16=-912/0, 3-15=0/846,4-15=-341/0,2-17=911/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �D a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing E1 A�T�k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iYl 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPi1 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Pl71, 712019683 1213846 F05 FLOOR TRUSS 6 efe nce o tonal Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:45 2017 Page 1 I D:-8kMQOgl CcvBYV7m4?IycCyToxk-W 7 yFYXKZoQH2e—iBzdRziGBQLIZoThZY6DPKBSye14i 0-1-8 H�� 0��i 1-10-4 0-I1�8 Scalp`—1:26.6 4x4= 44 = 1.5x3 = 3x4= 4x4 =1.5x3 3x3 = 1.5x3 I I 3x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 9 20 0 4 17 16 15 14 13 12 11 3x3 = 4x6 = 3x4 = 4x4 = 1.5x3 II 3x6= 3x4= 4x6 = 3x3= 15-10-12 15-10-12 Plate Offsets(X.Y)— 11:Edge.0-1-81.f9:0-1-8.Edge1,[15:0-1-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.2613-14 >713 240 BCLL 0.0 Rep Stress Incr YES WE 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight:84 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=854/0-3-4 (min.G-1-8),10=854/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-852/0,1-19=851/0,10-20=-849/0,9-20=848/0,1-2=859/0,2-3=2037/0,34=2711/0,4-5=2711/0, 5-6=2713/0,6-7=-2713/0,7-8=-2049/0,8-9=855/0 BOT CHORD 16-17=0/1603,15-16=0/2489,14-15=0/2711,13-14=0/2711,12-13=0/2472,11-12=0/1605 WEBS 9-11=0/1103,B-11=-1043/0,8-12=0/617,7-12=588/0,7-13=0/328,5-13=361/249,1-17=0/1108,2-17=-1035/0, 2-16=0/603,3-16=629/0,3-15=0/653,4-15=378/0 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 Dc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard A wARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10103/2015 BEFORE USE. Design valid for use only with M7ek®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 verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss 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 truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019684 1213846 FOB FLOOR TRUSS 6 1 lJob Reference(optional) Builders Firstsource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:45 2017 Page 1 ID_BkMQOgICcvBYV7m4?iycCyToxk-W1yFYXKZoQH2e—iBzdRziGBPdIZBThdY6DPKBSyel4i i 11i-0 0��i 1iM 0-H8 Scale=1:26.2 4x4 = 4x4 = 3x4 = 4x4 = 1.5x3 I 3x3= 1.5x3 I I 3x3= 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 19 4 Y 18 17 16 15 14 13 12 11 1.5x3 11 4x6= 3x4= 4x4= 1.5x3 I I 3x6= 3x4 = 4x6= 3x3= 15-7-8 15-7-8 Plate Offsets(X.Y)— [1:Edge,0-1-81.[9:0-1-8.Edge1.[15:0-1-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.16 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.2513-14 >748 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:82 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP NO.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. (Ib/size) 18=849/Mechanical,10=843/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-846/0,10-19=838/0,9-19=837/0,1-2=-809/0,2-3=-1979/0,3-4=-2638/0,4-5=2638/0,5-6=-2652/0, 6-7=2652/0,7-8=-2012/0,8-9=-842/0 BOT CHORD 16-17=0/1549,15-16=0/2425,14-15=0/2638,13-14=0/2638,12-13=0/2423,11-12=0/1580 WEBS 9-11=0/1086,8-11=1027/0,8-12=0/601,7-12=-571/0,7-13=0/312,5-13=-335/255,1-17=0/1100,2-17=-1030/0, 2-16=0/598,3-16=-620/0,3-15=0/625,4-15=358/0 NOTES (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notrat a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p��/p Tp• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV®S 6P � 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 truss systems,see ANSIfTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019685 1213846 F07 FLOOR TRUSS 2 1 ' Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:46 2017 Page 1 I D:_BkMQOgl CcvBYV7m4?iycCyToxk-_DWdisLBZkPvG8HNXKyCEUjcx9tkC4giLtBtjuyel4h 0-1-8 H1�-0 1-9-1� 0-48 $6a�Ie=1:33.7 1.5x3 = 7x8 I 4x6 II 2x6 II 3x6 I I 4x6 I I 4x6 I I 2x6 I I 5x6 I 1.54= 1 2 23 3 4 5 6 7 8 9 10 11 q V m I� 0 21 20 19 18 17 16 15 14 13 7x14 MT20HS= 5x6 I I 4x6 I I 2x6 I I 2x.- 19-8-12 x619-8-12 19-8-12 Plate Offsets(X.Y)— 11:0-1-8.0-0-81,f6:0-3-O,Edgel,F7:0-3-0,Edgel,f11:0-1-8.Edgel,[11:0-1-8.0-0-81.[16:0-3-0.0-0-01.[17:0-3-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.27 17-18 >870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.42 17-18 >552 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:161 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=1986/0-5-4 (min.0-1-8),12=129510-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=1980/0,11-12=-1289/0,1-2=-2382/0,2-23=-5776/0,3-23=-5776/0,3-4=-6832/0, 4-5=6832/0,5-6=-6810/0,6-7=-6486/0,7-8=5497/0,8-9=-5497/0,9-10=3812/0, 10-11=1451/0 BOTCHORD 20-21=0/4650,19-20=0/6899,18-19=0/7030,17-1B=0/6486,16-17=0/6486,15-16=0/6486, 14-15=0/4762,13-14=0/2826 WEBS 11-13=0/1862,IG-13=-1788/0.10-14=0/1305,9-14=-1257/0,9-15=0/952,7-15=1533/0, 7-16=0/440,1-21=0/3059,2-21=2946/0,2-20=0/1491,3-20=1486/0,3-19=-293/0, 4-19=0/313,5-19=-257/0,5-18=530/0,6-18=0/896,6-17=-608/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x8 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1219 Ib down at 3-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-11=100 Concentrated Loads(lb) Vert:23=1139(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �i'�'e�� 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 truss systems,see ANSIITPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019686 1213846 F08 FLOOR TRUSS 2 1 Job Reference(optional Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 N17ek Industries,Inc.Wed Sep 13 14:47:46 2017 Page 1 I D:-8kMQOgl CcvBYV7m4?iycCyToxk_DWdIsLBZkPvGBHNXKyCEUjZ39v—C6xiLt8tjuyel4h 1-3-0 1-5-12 i OF1I 1.5x3 = Scale=1:11.6 6x8 = 2x6 II 3x6 II 4x6 II 1 2 3 10 11 4 0 4 IL 1.5x3 II 4x6 = 9 8 7 6 IM 4x6= 2x4 I 4x4= r 4-4-4 5-10-4 4-4-0 Plate Offsets(X.Y)— f2:0-3-0,Edgel,f4:0-1-8,0-0-81.f4:0-3-O,Edgel.f5:Edge.0-1-81.f8:0-1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.08 6-7 >814 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:42 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or-5-10-4 oc purlins, BOT CHORD 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=1239/Mechanical,5=1664/0-7-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1301/0,4-5=1675/0,1-2=-1682/0,2-3=1682/0,3-10=-941/0,10-11=-948/0,4-11=-955/0 BOT CHORD 7-8=0/1682,6-7=0/1682 WEBS 1-8=0/2190,2-8=-1189/0,4-6=0/1225,3-6=-974/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)792 Ib down at 1-4-8,and 802 Ib down at 3-4-8,and 836 Ib down at 5-4-8 on top chord. The design/selection of such Connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,1-4=-100 Concentrated Loads(lb) Vert:2=-749(F)10=-749(F)11=-781(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTeM 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 verify the applicability of design parameters and properly Incorporate this design into the overall rat building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing J3 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019687 1213846 F09 FLOOR TRUSS 7 1 lJob Reference(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:47 2017 Page 1 ID:—BkMQOglCcvBYV7m4?iycCyToxk-TQ4?zCMpKIYmtlsa52TRnhGjZYDgxa rZXuRFLyel4g 0-1-8 H1�-0 141-� 1-M 0-1118� Scca - I -1:26.9 4x4= 4x4= 1.5x3 = 3x4= 3x3 = 1.5x3 11 3x3= 1.5x3 II 3x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 19 20 4 Y 17 16 15 14 13 12 11 3x3= 4x6= 3x4= 1.5x3 II 3x3= 3x6 = 3x4 = 44= 3x3= 16-1-0 16-1-0 Plate Offsets KY)— 11:Edoe.0-1-81,19:0-1-8.Edae1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.22 13-14 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.34 13-14 >567 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:85 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=865/0-3-4 (min.0-1-8),10=865/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-86410,1-19=863/0,10-20=-860/0,9-20=859/0,1-2=865/0,2-3=2086/0,34=2679/0,4-5=-2679/0, 5-6=2767/0,6-7=-2767/0,7-8=-2080/0,8-9=867/0 BOT CHORD 16-17=0/1609,15-16=0/2679,14-15=0/2679,13-14=0/2834,12-13=0/2521,11-12=0/1626 WEBS 1-17=0/1115,2-17=1035/0,2-16=0/663,3-16=860/0,3-15=0/303,9-11=0/1119,8-11=1055/0,8-12=0/631, 7-12=614/0,7-13=0/333,5-14=-401/185 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design into the overall �t Ig building design.Bracing indicated is to prevent buckling of individual truss 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 truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T120196B8 1213846 F10 FLOOR TRUSS 1 1 �Job Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:47 2017 Page 1 I D:_BkMQOgICcvBYV7m4?iycCyToxk-TQ4?zCMpK1 Ymtlsa52TRnhGgBYA2xdrZXuRFLye14g 0-1-8 H1�� 11�� 1-0-0 � OI—� 0 S le=1:26.9 3x4= 1.5x3 = 4xB= 1.5x3 11 1.5x3 11 1.5x3 = 1 2 3 4 5 6 7 8 9 J21 22 0 19 18 17 16 15 14 12 11 4x4= 1.54 H 1.5x3 11 4x4 = i 12-3.4 16-1-0 12-3-4 3-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL1.00 BC 0.77 Vert(TL) -0.1317-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:87 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=618/0-3-8 (min.0-1-8),10=54/0-3-8 (min.0-1-8),13=1057/0-3-8 (min.0-1-8) Max Uplift 10=86(LC 3) Max Grav 20=622(LC 10),10=168(LC 7),13=1057(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 20-21=-61610,1-21=616/0,1-2=59310,2-3=1307/0,3-4=-1456/0,4-5=-1172/0,5-6=298/0 BOT CHORD 18-19=0/1109,17-18=0/1456,16-17=0/1456,15-16=0/1456,14-15=0/861,13-14=-528/0,12-13=-528/0 WEBS 1-19=0/762,2-19=-719/0,2-18=0/275,3-18=272/0,6-14=0/880,5-14=-796/0,5-15=0/447,4-15=-464/0,6-12=0/527, 6-13=-1071/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 Ib uplift at joint 10. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fl/�'y'e�` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Svc fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019689 1213846. F11 FLOOR TRUSS 1 1 " Lb (optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:48 2017 Page 1 I D:_ 8 kM QOgl CcvBYV7m4?iycCyToxk-xceOAYN R5Lg dVS Rmfl_gJvpx4yZ3 gzR?oBd_onye 7 4f 0-1-8 1L1�11 � O�8H srtI 1:zss 1.5x3 = 1.5x3 = 4x6 II 3x6 II 3x6 II 3x6 II 4x6 II 6x10= 2x6 II 2x6 II 3x6 II 1 2 3 4 5 21 22 6 7 8 9 19 18 17 16 15 14 12 11 3x3= 4x4= 3x3= 1.5x3 II 1.54 I I 3x3 = 5x6 = 3x3 I I 3x4 = 3x3= 3x3= i 12-34 16-1-0 12-34 3-9-12 Plate Offsets(X.Y)— [1:0-1-8,0-0-81.[7:0-3-O.Edoel,f8:0-3-0.0-0-01.[9:0-1-8.G-0-81,[12:0-1-8,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.06 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:108 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14,12-13,11-12. REACTIONS. (Ib/size) 20=674/0-3-4 (min.0-1-8),10=153/0-3-4 (min.0-1-8),13=2042/0-3-8 (min.0-1-8) Max Uplift 10=-298(LC 3) Max Grav 20=677(LC 10),13=2042(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-671/0,9-10=0/327,1-2=684/0,2-3=-1532/0,3-4=1773/0,4-5=-1620/0, 5-21=341/0,21-22=341/0,6-22=341/0,6-7=0/542,7-8=0/542,8-9=0/541 BOTCHORD 18-19=0/1271,17-18=0/1773,16-17=0/1773,15-16=0/1773,14-15=0/1429,13-14=972/0, 12-13=972/0,11-12=-542/0 WEBS 1-19=0/882,2-19=797/0,2-18=0/401,3-18=403/0,6-14=0/1628,5-14=1519/0, 5-15=-128/272,9-11=688/0,8-11=0/336,6-12=0/687,7-12=321/0,6-13=-2041/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 Ib uplift at joint 10. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)737 Ib down at 10-4-4,and 236 Ib down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=10,1-9=100 Concentrated Loads(lb) Vert:21=657(F)22=165(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MITekO 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 verify the applicability of design parameters and property incorporate this design into the overall ■ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing McTek' 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 truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019690 1213846 F12 FLOOR TRUSS 2 1 Job Reference(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:49 2017 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-PoCmOuN3seoU7c0yCSVvs6L8RMyhPYz81rNXKDye14e 0-1-8 H 1-3-0 2-1-0 Scale=1:17.0 1.5x3 = 3x3= 3x3= 3x4= 1 3x4 = 2 3 4 34= 5 1 v 11 10 9 8 7 6 3x4 = 3x3 = 1.5x3 II 1.5x3 II 3x4 = 3x3= 1.5x3 I 10-2-8 10-2-8 Plate Offsets(X,Y)— 15:0-1-8.Ed-ge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.16 9-10 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:53 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. (Ib/size) 12=545/0-3-4 (min.0-1-8),6=551/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=-536/0,1-13=536/0,5-6=526/0,1-2=505/0,2-3=-1061/0,3-4=-1052/0,4-5=-474/0 BOT CHORD 10-11=0/951,9-10=0/1052,8-9=0/1052,7-8=0/1052 WEBS 1-11=0/649,2-11=-620/0,5-7=0/644,4-7=-786/0,4-8=0/264 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WSW 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 truss systems,see ANSI/TPN quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019691 1213846 F13 FLOOR TRUSS 1 7Job Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:49 2017 Page 1 ID:-8kMQOgICcvBYV7m4?'IycCyToxk-PoCmOuN3seoU7cOyCSVvs6L7PMsCPRO81rNXKDyel4e 0-1-8 H 1�-0� r 1-10-12 i 1�� 0-0 e!: Sca a�—1:20.8 1.5x3 = 1.5x3 = 06 I I 3x6 I I 34 I I 3x6 I 46 I I 5x6 I I 1 2 3 4 5 15 16 6 0 h 13 12 11 10 9 8 3x3= 4x6 = 3x4= 1.5x3 II 1.5x3 I I 3x3= 5x6 = 4x4= 12-4-12 12-4-12 Plate Offsets(X Y)— 11:0-1-8 0-0-81.f6:0-3-0 Edoel,f6:0-1-8.0-0-81.f7:Edoe 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.07 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.12 10 >999 240 BCLL 0.0 Rep Stress[nor NO WB 0.73 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:81 Ib FT=11%F,1I%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=768/0-3-4 (min.0-1-8),7=1306/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-763/0,6-7=-129910,1-2=-787/0,2-3=1856/0,3-4=225810,4-5=-226010,5-15=1180/0,15-16=118510, 6-16=-1188/0 BOT CHORD 12-13=0/1463,11-12=0/2258,10-11=0/2258,9-10=0/2258,B-9=0/2224 WEBS 6-8=0/1531,1-13=0/1016,5-8=-1409/0,2-13=-919/0,2-12=0/585,3-12=623/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 Ib down at 10-4-4,and 247 Ib down at 11-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-100 Concentrated Loads(lb) Vert:15=563(B)16=175(8) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTekO 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 verify the applicability of design parameters and property incorporate this design into the overall MOW R ■■■ eke building 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 stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYit/ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019692 1213846 F14 FLOOR TRUSS 1 1 Job Reference o bona Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 M7ek Industries,Inc.Wed Sep 13 14:47:50 2017 Page 1 ID:-8kMQOgl CcvBYV7m4?rycCyToxk-t_m8bEOhcywKklb9mAOBPJuLUmD48zxHFV65sgye14d 0-1-8 H113— 1-10-12 110— 0-11 S Scale—1:20.6 3x4= 3x4= 1.5x3 = 1.54 = 1 2 3 4 5 6 5 16 0 v 13 12 11 10 9 8 4x4 = 1.5x3 11 1.5x3 II 4x4 = 12-4-12 12-4-12 Plate Offsets MY)— 16:0-1-8.Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.1211-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:65 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=662/0-3-4 (min.0-1-8),7=662/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-657/0,1-15=656/0,7-16=-658/0,6-16=-657/0,1-2=-637/0,2-3=-1435/0,3-4=1657/0,4-5=-1442/0, 5-6=635/0 BOT CHORD 12-13=0/1191,11-12=0/1657,10-11=0/1657,9-10=0/1657,8-9=0/1183 WEBS 6-8=0/817,1-13=0/820,5-8=-762/0,2-13=-770/0,5-9=0/390,2-12=0/361,4-9=-439/0,3-12=412/0 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13111 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall building 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 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 truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Dry771 1213846 F15 FLOOR TRUSS3o do ab Re erence Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Walk Industries,Inc.Wed Sep 13 14:47:50 2017 Page 1 ID:—BkMQOglCcvBYV7m4?iycCyToxk-t mBbEOhcywKklb9mA06PJuLVmDa8zOHFV65sgye14d 0-1-8 H 1-3-0 i i 1-9-0 i i1-M� Scale=1:20.3 3x4= 1.5x3 = 3x3 = 3x3= 3x3= 3x4 = 1 2 3 43x3 5 6 5 9 Y 13 12 11 10 9 8 7 3x3= 4x4= 3x3= 1.5x3 I I 1.5x3 I I 3x3= 4x4= 1.54 II 12-1-8 12-1-8 Plate Offsets(X,Y)— 16:0-1-8.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:63 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP NO.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=650/0-3-4 (min.0-1-8),7=657/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=645/0,11-15=645/0,6-7=652/0,1-2=624/0,2-3=-1398/0,3-4=-1604/0,4-5=-1393101'5-6=-596/0 BOT CHORD 12-13=0/1167,11-12=0/1604,10-11=0/1604,9-10=0/1604,8-9=0/1139 WEBS 6-8=0/809,1-13=0/803,5-8=756/0,2-13=-754/0,5-9=0/379,2-12=0/343,4-9=-425/0,3-12=388/0 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parametersshown,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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing �i'�•�k' 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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 1213846 F16 FLOOR TRUSS 1 I�Lootional) 712019694 ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 Mirek Industries,Inc.Wed Sep 13 14:47:512017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-LBJWcaPJNG2BMvALKtXNxXRWgAdztONRUgseO6ye 14c 0-1-8 H 1 1-3-0 1-8-8 1-0-0 0-1 8 �i pie=1:27.4 1.5x3 = 1.5x3= 6x8 = 5x6 II 4x6 11 2x6 II 3x6 11 2x6 11 3x6 II 6x8 = 6x8= 1 2 3 4 5 6 7 19 8 9 0 7 k'- 0 17 16 15 14 13 12 11 6x8 = 6x8= 5x6 II 2x6 II 3x6 I 5x6 II 5x6 11 6x10 = 6x8= i 4-0-0 16-1-0 4-0-0 12-1-0 Plate Offsets(X,Y)— 11:0-1-8.0-0-81.[3:0-3-O,Edoel.[4:0-3-0.0-0-01.19:0-1-8 Edoel [9:0-1-8,0-0-81,[15:0-3-0 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.23 13-14 >811 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:132 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=1085/0-3-4 (min.0-1-8),10=1575/0-3-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1087/0,9-10=157010,1-2=-1187/0,2-3=-3088/0,3-4=4144/0,4-5=414410,5-6=4868/0,6-7=4868/0, 7-19=-4337/0,8-19=4337/0,8-9=-1867/0 BOT CHORD 16-17=0/2276,15-16=0/4144,14-15=0/4144,13-14=0/4706,12-13=0/5064,11-12=0/3631 WEBS 1-17=0/1523,2-17=-1416/0,2-16=0/1074,3-16=1418/0,3-15=0/4511,9-11=0/2398,8-11=-2292/0,8-12=0/934, 7-12=-962/0,7-13=-362/0,5-13=0/333,5-14=-978/0,4-14=01380 NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)998 Ib down at 12-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=10,1-9=100 Concentrated Loads(Ib) Vert:19=918(13) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design into the overall p�y pp ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY6f 1T�i k' 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 truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Q 712019695 1213846 F17 Floor Truss 1 ty Ply 1 • lJob Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr22 2016 MTek Industries,Inc.Wed Sep 13 14:47:612017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-LBJWoaPJNG2BMvALKOCNxXRPuAartOnRU9seO6ye 14c 0-1-8 H 1�—I 1 _1 0-1u8 scald=t:v.a 4x4= 4x4= 1.5x3 = 3x4 = 3x3= 1.5x3 II 3x3= 1.5x3 II 3x3 = 3x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 19 20 0 v 17 16 15 14 13 12 11 3x3 = 4x6= 3x4= 1.54 II 3x3= 3x6= 3x4= 06 = 3x3= 16-4-8 16.4-8 Plate Offsets(X,Y)— f1:Edge,0-1-81.I9:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.24 13-14 >795 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.38 13-14 >511 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:86 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=881/0-5-4 (min.G-1-8),10=881/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-881/0,1-19=880/0,10-20=-877/0,9-20=876/0,1-2=883/0,2-3=2137/0,3-4=2766/0,4-5=2766/0, 5-6=2854/0,6-7=-2854/0,7-8=-2130/0,8-9=886/0 BOT CHORD 16-17=0/1641,15-16=0/2766,14-15=0/2766,13-14=0/2944,12-13=0/2590,11-12=0/1660 WEBS 1-17=0/1139,2-17=-1054/0,2-16=0/690,3-16=910/0,3-15=0/327,9-11=011143,8-11=1077/0,8-12=01654, 7-12=-640/0,7-13=0/358,5-14=-409/193 NOTES- (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASES) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeM 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �i't'��' 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 truss systems,see ANSIITPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T12019698 1213846 F18 Floor Truss 1 1 LtoReference(optional) Builders FlrstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:512017 Page 1 ID: 8kMQOgICcvBYV7m4?iycCyToxk-LBJ WoaPJ NG2BMvALKOWxXRYQAhltQPRU9seO6ye14c 6x8 1-3-0 2x6 I 1-8-4 2x6 I 6x8= 1 9 2 3 4 Scale=1:9.3 i I . N 4x4 = 4x4 = 8 7 6 5 3x3 I 3x3 i 4-11-4 4-11-4 Plate Offsets(X.Y)— 12:0-3-O.Edgel.13:0-3-0,Edge1 14:0-3-O,Edgel,f6:0-1-8 Edgel,f7:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.01 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:35 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=757/Mechanical,5=663/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=750/0,4-5=-655/0,1-9=-723/0,2-9=-723/0,2-3=-723/0,3-4=-723/0 BOT CHORD 6-7=0/723 WEBS 4-6=0/924,1-7=0/924,2-7=559/0,3-6=562/0 NOTES- (7-8) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)511 Ib down at 1-1-0,and 479 Ib down at 3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=10,14=100 Concentrated Loads(lb) Vert:3=-451(F)9=-453(F) WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and propedy Incorporate this design into the overall ■■�t/�� r�YT ■ building design. Bracing indicated is to prevent buckling of individual truss 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 truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T12019697 1213846 F19 GABLE 1 1 ' �JpbReference o lona Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mi ek industries,Inc.Wed Sep 13 14:47:52 2017 Page 1 ID:_8kMQOgICcvBYV7m4?rycCyToxk-pNtuOwQy8ZA2_3kXub3cUkzm7Z34cz_ajpbBxYyel4b 0-V 0-He Scale=1:27.0 3X3= 1 2 3 4 5 5 7 8 9 10 11 12 13 27 28 0 v 26 25 24 23 22 21 20 19 18 17 16 15 14 3X3= 3X3= 3x3 = i 1-6-12 2-10. 12-422 131 140.-012 1-6-12 1 -0 -0 16-4-8 i 1-5-12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:741b FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-4-B. (lb)- Max Grav All reactions 250 Ib or less atjoint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. NOTES- (7-8) 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 cc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. B)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ��'�'ev k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alemndda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019698 1213846 F20 Floor Truss 1 1 lJob Reference(optional Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:52 2017 Page 1 ID:-8kMQOglCcvBYV7m4?iycCyToxk-pNtuOwQyBZA2-3kXub3cUkzgBZgpcmtajpbBxYyel4b 0-1-8 H 1-3-0 t 0-11-8 Scale=1:11.5 1.5x3 = 5x8 I I 2x6 3x6 I 4x6 I I 1 10 2 3 11 4 Y 1.5x3 I 4x6= P1 . 7 6 5 4x4= 2x4 II r_ 3-11-8 5-4-0 3-11-8 14-8 Plate Offsets(X.Y)— I1:Edge,0-1-81.I1:0-1-8.0-1-81 I2:0-3-0 Edoel I4:0-3-0 Edgel.I5:0-1-8 Edgel.f8:0-1-8 Edgel f9:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.06 6-7 >982 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:38 Ib FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=1340/0-74 (min.G-1-8),5=1018/Mechanical Max Grav 9=1357(LC 3),5=1018(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1398/0,4-5=-1026/0,1-10=1450/0,2-10=-1440/0,2-3=1446/0,3-11=-786/0,4-11=786/0 BOT CHORD 7-8=0/1446,6-7=0/1446 WEBS 4-6=0/1044,1-8=0/1836,3-6=-876/0,2-8=-928/0 NOTES- (8-9) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)643 Ib down at 0-5-12,590 Ib down at 2-5-12,and 630 Ib down at 3-5-12,and 170 Ib down at 3-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=10,14=-100 Concentrated Loads(lb) Vert:3=-557(F)10=-589(F)11=647(F=-557,B=90) ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only wdh MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW 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 truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss F11r.uosrST pe QtyPly712019699 1213846 F21 s 1 1 • lJob Reference(optional) Builders FirslSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:53 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-HZRGDGRavtivbDJkRlarOyWxRzOMLPNkyTLITyel4a 0-1-8 1-3-0 2 1I5x3i IIII O� 1I5x3 II 43X3= Scale=1:9.4 9 1.5x3 3x3 = 3x3 = i 8 7 6 5 30= 1.54 II i 3-7-12 3-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC20141TPI2007 (Matrix) Weight:23 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-12 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 8=184/0-3-4 (min.0-1-8),5=190/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (6-7) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design into the overall �1q g building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I Vit Edi�" 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 truss systems,see ANSUTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Insmute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply 1213846 F22 FLOOR TRUSS 1 1 Lb Reference(optional) 712019700 l Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:53 2017 Page 1 I D:_8kMQOg I CcvBYV7m4?iycCyToxk-HZRGDG RavtivbDJ kRl arOyWwhzNI LO PkyTLITye 14a i 1-4-8 i 1-8-4 1 3x3= 2 1.5x3 II 3 1.5x3 II 43x3 = Scale=1:9.3 3x3= 3x3 = 8 7 6 5 1.5x3 II 1.5x3 II i 1-6-0 3-5-4 4-11-4 1-6-0 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014lfP12007 (Matrix) Weight:26 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=265/Mechanical,5=265/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-B=258/0,4-5=-258/0 WEBS 4-6=0/320,1-7=0/320 NOTES- (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��'�'�k' 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 truss systems,see ANSIfTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019701 1213646 HJ01 JACK-PARTIAL TRUSS 4 1 • Lb Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:54 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-Im?fRbRCg BQmDNuw?054Z92yxNbJ4gAtA741?Rye 14Z -2-9-15 5-4-12 9.10.13 2-9-15 54-12 4-6-1 Scale:12"=1' 4 m 2.83 12 9 Id 3x4 3 N 8 m r c5 N N 2 1 10 11 7 12 6 2x6= 2x4 II 3x4 =5 r 5-4-12 9a- ll3 i 14-12 4-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPl2OO7 (Matrix) Weight:42 Ib FT=20% 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 9-1-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=119/Mechanical,2=464/0.7-12 (min.0-1-8),5=199/Mechanical Max Hoa 2=166(LC 4) Max Uplift 4=-112(LC 4),2=403(1_134),5=-110(LC 8) Max Grav 4=119(LC 1),2=464(LC 1),5=211(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=635/332,3-8=-574/341 BOT CHORD 2-10=-411/576,10-11=411/576,7-11=-411/576,7-12=-411/576,6-12=-411/576 WEBS 3-6=602/429 NOTES- (9-10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone;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.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 112 Ib uplift atjoint 4,403 Ib uplift at joint 2 and 110 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks including 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)22 Ib down and 22 Ib up at 4-3-11,22 Ib down and 22 Ib up at 4-3-11,and 40 Ib down and 94 Ib up at 7-1-10,and 40 Ib down and 94 Ib up at 7-1-10 on top chord,and 116 Ib down and 109 Ib up at 1-5-12,116 Ib down and 109 Ib up at 1-5-12,5 Ib down at 4-3-11,5 Ib down at 4-3-11,and 29 Ib down at 7-1-10,and 29 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=54,2-5=10 ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO 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 verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing y .�i�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 1213846 HJ01 JACK-PARTIAL TRUSS 4 7Job 712019701 eference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 Mifek Industries,Inc.Wed Sep 13 14:47:54 2017 Page 2 ID:_8kMQOglCcvBYV7m4?iycCyToxk-Im?fRbRCgBQmDNuw?054Z92yxNbJ4gAtA741?Rye 14Z LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=52(F=-26,B=-26)10=70(F=35,B=35)12=20(F=-10,B=-10) ®WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekO 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 verify the applicability of design parameters and property incorporate this design into the overall ii�•�� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW 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 truss systems,see ANSIfTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty �P17Job 712019702 1213846 HJ02 JACK-PARTIAL TRUSS 2 Reference o do a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:54 2017 Page 1 I D:—BkMQOgl CCVBYV7m4?iycCyToxk-Im?fRbRCgBQmDNuw?054Zg2xINgN4t1 tA741?Rye14Z -2-9-15 3-10-9 2-9-15 3-10-9 Scale=1:13.9 3 2.83 12 6 4x6 11 z o N N N dC:� N _N 1 LJcS 7 5 4 3x4 I I 3-10-9 3-10-9 Plate Offsets(X.Y)— 12:0-3-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide REACTIONS. (Ib/size) 5=266/0-7-6 (min.0-1-8),3=19/Mechanical,4=14/Mechanical Max Horz 5=94(LC 4) Max Uplift 5=255(LC 4),3=63(LC 19),4=45(LC 19) Max Grav 5=304(LC 35),3=80(LC 35),4=44(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=289/213 NOTES- (9-10) 1)Wind:ASCE 7-10;VuR=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zone;end vertical left exposed;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.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 255 Ib uplift at joint 5,63 Ib uplift at joint 3 and 45 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including 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)179 Ib down and 180 Ib up at 1-5-12,and 179 Ib down and 180 Ib up at 1-5-12 on top chord,and 7 Ib down and 42 Ib up at 1-5-12,and 7 Ib down and 42 Ib up at 1-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2=54,2-3=54,4-5=-10 Concentrated Loads(lb) Vert:6=93(F=47,B=47)7=32(F=16,B=16) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design into the overall Be building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''''�k° 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 truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke last Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ply 712019703 1213846 HJ03 JACK-PARTIAL TRUSS 2 1 ob Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:55 2017 Page 1 ID:_8kMQOglCcvBYV7m4?1 cCyToxk-EyZ1exSgRUYdrXT6ZjcJ6Nb6cnsepFBOPngsXtye14Y i -2-9-15 5-4-12 9-10-13 ' 2-9-15 5.4-12 4-6-1 Scale:12"=1' 2.12 12 4 3x4 = 9 0 3 B d N N d N 3X6 _ N 2 1 3x8 II 10 7 11 6 2x4 I I 3x4 5 i 5-4-12 9-10-13 5-4-12 4-6-1 Plate Offsets(X.Y)— 12:0-7-1.Edge1 12:0-0-3.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 4=122/Mechanical,2=525/0-7-12 (min.0-1-8),5=206/Mechanical Max Horz 2=124(LC 19) Max Uplift 4=-111(LC 4),2=-527(LC 4),5=-198(LC 4) Max Grav 4=122(LC 1),2=525(LC 1),5=218(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=839/682,3-8=792/6B9 BOT CHORD 2-10=-733/794,7-10=-733/794,7-11=-733/794,6-11=733/794 WEBS 3-6=815/752 NOTES- (9-10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., - GCpi=0.18;MWFRS(envelope)gable end zone;porch left and right exposed;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.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 111 Ib uplift at joint 4,527 Ib uplift at joint 2 and 198 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks including 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)22 Ib down and 22 Ib up at 4-3-11,22 Ib down and 22 Ib up at 4-3-11,and 44 Ib down and 89 Ib up at 7-1-10,and 44 Ib down and 89 Ib up at 7-1-10 on top chord,and 5 Ib down at 4-3-11,5 Ib down at 4-3-11,and 29 Ib down at 7-1-10,and 29 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=54,2-5=-10 ®WARNING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 111II.7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual ss 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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019703 1213846 HJ03 JACK-PARTIAL TRUSS 2 1 lJob Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.540 s Apr22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:55 2017 Page 2 ID:_8kMQOglCcvBYV7m4?iy CyToxk-EyZlexSgRUYdrXT6ZjcJ6Nb6cnsepFBOPngsXtyel4Y LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-52(F=26,B=-26)11=20(F=10,B=-1 0) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property Incorporate this design into the overall p building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �'1//iTek, 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 truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke last Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019704 1213846 T01 Hip Truss 2 1 JJob e ere ce(optional) ' Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MTek Industries,Inc.Wed Sep 13 14:47:56 2017 Page 1 ID_BkMQOglCcvBYV7m4?iycCyToxk-187PsHTSCogUSg217R7YeaBJmBHIYCpAeRZP4Jye14X 2-0-0 , 3-10-14 7-0-0 11 6-10 15-11-8 20-4-6 24-11-0 28-0-2 31-11-0 33-11-0 2-0-0 3-10-14 3-1-2 4-6-10 4-0-14 4-4-14 4-0-10 3-1-2 3-10-14 Scale=1:58.4 6x12 MT20HS= 2x4 I I 6x12 MT20HS= 4.00 12 3x4= 48 = 3x4= 4 18 195 20 21 8 7 22 8 23 24 9 2x4 zZ 2x4 3 10 N n' r N n 2 11 a 0�1I Y 112 C5 a 3x10 = 17 25 2616 27 28 15 29 30 1431 32 13 3x10 = 3x4 = 3x8= 5x14 MT20HS= 3x8= 3x4 = i 7-0-0 11-6-10 15-11-8 20-4-6 24-11-0 31-11-0 7-0-0 4-6-10 4-4-14 4-4-14 4.6-10 7-0-0 Plate Offsets(X,Y)— 12:0-5-2,0-1-81.[4:0-8-4,0-2-41.17:0-4-0.Edcel.[9:0-8-4.0-241 [11:0-5-2,0-1-81,f14:0-3-8,0-1-81,[15:0-7-0 0-3-01 [16:0-3-8.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.67 15 >569 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.22 15 >312 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:156 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. 4-7,7-9:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=2029/0-3-8 (min.0-2-6),11=2030/0-3-8 (min.0-2-6) Max Horz 2=44(LC 23) Max Uplift 2=-919(LC 4),11=-920(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5191/2231,3-4=-5142/2245,4-18=6594/2833,18-19=6593/2833,5-19=6593/2833, 5-20=-7124/3027,20-21=-7124/3027,6-21=-7124/3027,6-7=-7124/3027,7-22=-7124/3027, 8-22=-7124/3027,B-23=6599/2837,23-24=-6600/2837,9-24=-6600/2837, 9-10=-5145/2247,10-11=-5194/2234 BOT CHORD 2-17=-2071/4844,17-25=-2079/4884,25-26=2079/4884,16-26=-2079/4884, 16-27=-2757/6593,27-28=-2757/6593,15-28=-2757/6593,15-29=2751/6600, 29-30=-2751/6600,14-30=-2751/6600,14-31=-2063/4887,31-32=2063/4887, 13-32=-2063/4887,11-13=-2038/4846 WEBS 4-17=-63/442,4-16=773/1965,5-16=-810/409,5-15=230/636,6-15=473/276, B-15=-226/629,8-14=-812/410,9-14=-776/1969,9-13=-64/442 NOTES- (11-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;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)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 919 Ib uplift at joint 2 and 920 Ib uplift at joint 11. 8)"Semi-rigid pitchbreaks including 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)200 Ib down and 227 Ib up at 7-0-0,110 Ib down and 106 Ib up at 9-0-12,110 Ib down and 106 Ib up at 11-0-12,110 Ib down and 106 Ib up at 13-0-12,110 Ib down and 106 Ib up at 15-0-12,110 Ib down and 106 Ib up at 16-10-4,110 Ib down and 106 Ib up at 18-10-4,110 Ib down and 106 Ib up at 20-10-4,and 110 Ib down and 106 Ib up at 22-10-4,and 200 Ib down and 227 Ib up at 24-11-0 on top chord,and 241 Ib down and 114 Ib up at 7-0-0,72 Ib down at 9-0-12,72 Ib down at 11-0-12,72 Ib down at 13-0-12,72 Ib down at 15-0-12,72 Ib down at 16-10-4,72 Ib down at 18-10-4,72 Ib down at 20-10-4,and 72 Ib down at 22-10-4,and 241 Ib down and 114 Ib up at 24-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. CASE(S)Section-I _q Annlipri thp fn ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10103/2015 BEFORE 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 verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi�'ek" 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 truss systems,see ANSLITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job Truss Truss Type Qty Ply 4 1213646 T01 Hip Truss 2 1 • • Lb Reference o tional 71201970 Builders FirstSource,Jacksonville,FI 32244 Run:7.640 5 Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:57 2017 Page 2 ID_8kMQOglCcvBYV7m4?rycCyToxk-ALhn3dU4z6oL4gdVgBenBogUWadXH33Jt5Jycmyel4W 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,4-9=-54,9-12=54,2-11=-10 Concentrated Loads(lb) Vert:4=153(B)7=-11 O(B)9=153(B)17=-209(B)13=209(B)18=110(8)19=110(B)20=110(B)21=110(B)22=110(8)23=110(8)24=110(B)25=24(B) 26=24(B)27=-24(B)2B=-24(B)29=24(B)30=24(B)31=-24(B)32=-24(B) AWARNING-verify,design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall i�q•� ` building design. Bracing indicated is to prevent buckling of Individual truss 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 truss systems,see ANSIITP11 Quality Criteria,DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T12019705 1213846 T02 Hip Truss 2 1 Job Reference(optional) - Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:57 2017 Page 1 I D:_BkMQOgl CcvBYV7m4?rycCyToxk-ALhn3dU4z6oL4gdVgBenBogTgacAH8tJt5Jycmye14W 2-0-0 4-10-14 9-0-0 15-11-8 22-110 27-0-2 31-11-0 33-110 2-0-0 ' 4-10-14 ' 4-1-2 6-11-8 6-11 8 4-1-2 4-10-14 2-0-0 Scale=1:58.4 5x6 2x4 II 5x6= 4.00 12 4 5 6 2x4 2x4 a 3 7 u� c5 A u-, 2 6 � 019 3x8 = 12 11 10 3x8= 3x4= 5x8= 3x4= 8-4-10 15-11-8 23-6-6 31-11-0 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X Y)— 12:0-4-0 Edgel I8:0-4-0 Edgel 111:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.29 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.55 11-12 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.14 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:149 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.G-1-8),8=1130/0-3-8 (min.0-1-8) Max Horz 2=50(LC 8) Max Uplift 2=-429(LC 8),8=-429(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2569/1634,3-4=-2307/1437,4-5=-2687/1733,5-6=-2687/1733,6-7=2307/1437, 7-8=2569/1634 BOT CHORD 2-12=-1426/2381,11-12=1166/2120,10-11=1183/2120,8-10=-1453/2381 WEBS 3-12=-250/282,4-12=-59/287,4-11=-394/739,5-11=-426/348,6-11=-394/739, 6-10=-59/287,7-10=250/281 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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)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 429 Ib uplift at joint 2 and 429 Ib uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. Design valid for use only whh MiTek®connectors.This design is based only upon parametersshown,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 i��`g eYy ` building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing IViO fek� 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 truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019706 1213846 T03 Hip Truss 2 1 • lJobReference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 Mi rek Industries,Inc.Wed Sep 13 14:47:58 2017 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-eXF9GzUikPwCi_ChErAOj?Dg 1_x00fST5k2WBCye14V 2-0-0 5-10-14 11-0-0 15-118 20-11-0 26-0-2 31-11-0 33-11-0 2-0-0 5-10-14 5-1-2 4 11 8 4-11 8 5-1-2 5-10-14 Scale=1:58.4 5x6 2x4 II 5,6 = 4.00 12 4 5 6 2x4 2x4 N 3 7 n cn � u� 2 6 u x,11 9 �h 12 10 11 3x8 = 3x4= = 3x4= 3x8 5x8 i 8�-10 15-11-8 23-0-0 31-11-0 t3-0-10 7-6-14 7-0-14 8-4-10 Plate Offsets(X.Y)— f2:0-4-0,Edgel.18:0-4-0 Edgel [11:0-0-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.24 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.46 10-11 >B16 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:148 Ib FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.G-1-8),8=1130/0-3-8 (min.0-1-8) Max Horz 2=58(LC 16) Max Uplift 2=-423(LC 8),8=-423(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2557/1640,3-4=-2279/1461,4-5=-2168/1448,5-6=-2168/1448,6-7=2279/1461, 7-8=2557/1639 BOT CHORD 2-12=1426/2369,11-12=-1068/1925,10-11=1078/1925,8-10=1453/2369 WEBS 3-12=320/338,4-12=-180/372,4-11=-170/433,5-11=296/233,6-11=170/433, 6-10=-180/372,7-10=320/338 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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)This truss has been designed fora 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 423 Ib uplift at joint 2 and 423 Ib uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®wARN1NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall building 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 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 truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019707 1213846 704 Hip Truss 2 TReference o tional Builders FirstSourre,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:58 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-eXF9GzUikPwCi_ChErAOj?Dfk_xKOdbT5k2WBCye 14V -21-0 6-10-14 13-0-0 18-11-0 25-0-2 31-11-0 33-11-0 2-0-0 6-10-14 6-1-2 5-11-0 6-1-2 6-10-14 2-0-D Scale=1:58.4 5x6= 5x6= 4.00 12 4 5 2x4\\ 2x4 n 3 6 � P 2 7 u �1 8 11 10 9 3x8 3x4= 5x6= 3x4= 3x8 = i 8.4-10 15-11-823-6-6 31-11-0 i 8-0-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X.Y)— 12:0-4-O.Edgel 17:0-4-O.Edoel [10:0-3-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.22 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 9-10 >873 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:144 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),7=1130/0-3-8 (min.0-1-8) Max Horz 2=66(LC 12) Max Uplift 2=-415(LC 8),7=-415(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2523/1627,3-4=-2314/1547,4-5=-1781/1240,5-6=2314/1547,6-7=2523/1627 BOT CHORD 2-11=1407/2332,10-11=-968/1755,9-10=-973/1755,7-9=1434/2332 WEBS 3-11=-343/359,4-11=-356/536,5-9=3561536,6-9=-343/359 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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)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 415 Ib uplift at joint 2 and 415 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly Incorporate this design into the overall MiTek'//gg•� ■■■ building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tyt f 1R'i�° 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 truss systems,see ANSVTP11 Quality Criteria,DSB.89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 711"USIS-T pe QtyPly7120197081213846 T05 2 1 JJob Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:59 2017 Page 1 I D:_BkMQOgICcvBYV7m4?iycCyToxk-6joYUJVLVj23J8ntoZhFGDmoZO171whcKOo3heye14U -2117-10-14 15-0-0 16-11-0 24-0-2 31-11-0 33-11-0 2-0-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 2-0-0 Scale=1:59.3 44 = 46 = 5 6 3x6 3x6 4.00 12 3x4 4 7 3x4 3 8 n 2 9 n r'>11 10 cam'} 3x8 = 15 14 13 12 11 3x8 = o 2x4 II 3x6= 2x4 II 3x4= 3x4= i 7-10-14 15-0-0 16-11-0 24-0-2 31-11-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets(X Y)— 12:0-4-O,Edoel.f9:0-4-O,Edgel LOADING (psf) SPACING- , 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 14-15 >B47 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.14 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:147 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),9=1130/0-3-8 (min.0-1-8) Max Horz 2=-75(LC 13) Max Uplift 2=-406(LC 8),9=-406(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2490/1608,34=1728/115B,4-5=1659/1176,5-6=1582/1170,6-7=1659/1176, 7-8=1728/1158,8-9=2490/1608 BOT CHORD 2-15=-1381/2295,14-15=-1381/2295,13-14=850/1582,12-13=850/1582, 11-12=-1407/2295,9-11=1407/2295 WEBS 3-14=-823/599,5-14=182/310,6-12=-182/310,8-12=823/599 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)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)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 406 Ib uplift at joint 2 and 406 Ib uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. R Design valid for use only with MiTekO 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 verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual loos web and/or chord members only.Additional temporary and permanent bracing MiTek'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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty �Ply 1 lJob 712019709 1213846 706 Common Truss 4 Reference(optional) •- Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:47:59 2017 Page 1 I D:_8kMQOgl CcvBYV7m4?iycCyToxk-6j oYUJ V LY23J8ntoZhFG DmnXOMVN2 bcKOo3heye l4U -2-0-0 8-4-10 15-11-8 23-6-6 31-11-0 33-11-0 2-0-0 ' 84-10 ' 7-6-14 7-6-14 8-4-10 2-0-0 Scale=1:57.5 4x6= 5 3x6% 3x6 4.00 12 2x4\\4 6 2x4 N 3 7 r; v� 2 6 1 9 I91 � 12 13 11 14 10 3x8= 3x4 = 06= 3x4= 3x6= i 10-10-15 21-0-1 31-11-0 10-10-15 10-1-3 10-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.32 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.63 2-12 >606 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:136 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2=1130/0-3-8 (min.0-1-8),8=1130/0-3-8 (min.0-1-8) Max Horz 2=79(LC 16) Max Uplift 2=-402(LC 8),8=402(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2442/1625,3-4=-2102/1424,4-5=-2028/1443,5-6=-2028/1443,6-7=2102/1424, 7-8=2442/1625 BOTCHORD 2-12=-1394/2249,12-13=-810/1491,11-13=810/1491,11-14=-810/1491,10-14=-810/1491, 8-10=1420/2249 WEBS 5-10=-403/648,7-10=-489/483,5-12=-403/648,3-12=489/484 NOTES- (7-8) 1)Unbalanced roof jive loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.11;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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=5.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 Ib uplift at joint 2 and 402 Ib uplift at joint 8. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall ® •■■■� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M8}oe6i1 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 truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply 712019710 1213846 T07 GABLE 2 1 • �J.b Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:012017 Page 1 ID:-8kMQOglCcvBYV7m4?iycCyToxk-26w1v?Xb1KInZSxGv_ULerFLC7?D2_vniHAlXye14S -2- 0 15-11.8 31-11-0 33-11-0 2-0-0 15-11-8 15-11-8 2-0-0 Scale=1:57.5 44= 2x4 II 2.4 II 2x4 11 11 12 13 2x4 11 2x4 II 10 14 2x4 II 5x6%2x4 I g 15 2x4 115x6 8 4.00 1 162 2x4 II 7 17 2x4 12x4 II 2x4 I g 18 2x4 11 t4 2x4 12x4 II 5 19 20 2x4 II 3 21 2 22 n 1 23 I� o b 3x4= 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 2x4 1 2x4 112x4 112x4 112x4 12x4 112x4 12x4 112x4 115x6=2x4 112x4 12x4 112x4 12x4 112x4 12x4 12x4 12x4 I I 31-11-0 31-11-0 Plate Offsets(X,Y)— 17:0-3-0,0-3-01,[17:0-3-0,0-3-01,[33:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.03 23 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:188 Ib FT=20% 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (lb)- Max Horz 2=79(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)34,35,36,37,38,39,40,41,42,32,31,30,29,28,27,26, 25,24 except 2=143(LC 8),22=-153(LC 9) Max Grav All reactions 250 Ib or less atjoint(s)33,34,35,36,37,38,39,40,41,42,32,31,30,29,28, 27,26,25,24 except 2=253(LC 1),22=253(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)34,35,36,37,.38, 39,40,41,42,32,31,30,29,28,27,26,25,24 except(jt=1b)2=143,22=153. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design into the overall • building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M''`��' 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 truss systems,see ANSVrPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ply 712019711 1213846 T08 GABLE 2 1 lJob Befereace(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:02 2017 Page 1 I D:_BkMQOgl CcvBYV7m4?iycCyToxk-WI Ug6LYDoeQdAbVSThEqurOQ5bTAyUz2OMOjHzye14R -2-0-0 , 15-11-8 31-11-0 2-0-0 15-11-8 15-11-8 Scale=1:55.4 2x4 1 4x6 2x4 II 2x4 I I 11 12 13 2x4 I 2x4II 1p 14 2x4 II 5x6%2x4 I I g 15 2x4 11576 16 ZZ 4.00 12 2x4 II 7 8 17 2x4 II w 2x4 I 6 18 2X4 II 2x4 1111 5 19 2x4 I I ,h 2x4 II q 20 2x4 II 3 21 2 22 N d 1 Id 3x4 = 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 = 2x4 2x4 12x4 1 2x4 11 2x4 12x4 11 2x4 11 2x4 12x4 154 =2x4 12x4 112x4 12x4 12x4 112x4 12x4 112x4 11 2x4 I 31-11-0 31-11-0 Plate Offsets(X.Y)- 17:0-3-0,0-3-01.117:0-3-0,0-3-01.132:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:185 Ib FT=20% 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (lb)- Max Horz 2=89(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)24,25,26,27,28,29,30,31,33,34,35,36,37,38,39,40, 41,22 except 2=-141(LC 8),23=-111(LC 13) Max Grav All reactions 250 Ib or less at joint(s)24,25,26,27,28,29,30,31,32,33,34,35,36,37,38, 39,40,41,22 except 2=252(LC 1),23=278(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuH=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)24,25,26,27,28, 29,30,31,33,34,35,36,37,38,39,40,41,22 except(jt=1b)2=141,23=111. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design Into the overall pi�l�•p�` building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IYi0y�/ek• 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019712 1213846 709 Common Truss 8 1 ' Lb Reference o io at Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print 7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:03 2017 Page 1 ID:_8kMQOglCcvBYV7m4?rycCyToxk-?V22KgYrZyZUol4f1 PIBQ3wTS?kFhr2CFOmHgPyel4Q -211 8-4-10 15-11-8 23-6 _ 31-11-0 2-0-0 8-0-10 7.6-14 7-0-14 8-4-10 Scale=1:55.5 4x6 = 5 3x6% 4x6 4.00 12 2x4 \\4 6 2x4 / n 3 7 ui n 2cs 21 6 11 12 10 13 9 3x8 3x4= 4x6 = 3x4= 3x6 10-10-15 21-0-1 31-11-0 i 10-ID-15 10-1-3 10-10-15 Plate Offsets(X Y)— 16:0-3-0 Edoel 18:0-1-6,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.33 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.65 8-9 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:133 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 2=1137/0-3-8 (min.0-1-8),8=1011/Mechanical Max Horz 2=89(LC 16) Max Uplift 2=-403(LC 8),8=-301(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2463/1651,3-4=2122/1450,4-5=-2048/1468,5-6=2078/1493,6-7=2154/1475, 7-8=2496/1690 BOT CHORD 2-11=-1477/2269,11-12=868/1510,10-12=-868/1510,10-13=868/1510,9-13=-868/1510, 8-9=1521/2322 WEBS 5-9=435/688,7-9=-524/517,5-11=-402/647,3-11=-489/485 NOTES- (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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=5.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 2=403,8=301. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*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 truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ply 712019713 1213846 710 HIP TRUSS 1 n . L ob Reference o do al Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:07 2017 Page 1 ID:—8kMQOglCcvBYV7m4?iycCyToxk-tGHZ92bMcA3wHNOQGEq7bv5CVo4ydbhoAekUzAyel4M i -2-0-0 2.8-15 6-0-10 10-0-G13$-1 16-5-0 18-5-0 2 2-8-15 3-7-11 3-7-11 3-7-11 2 8-15 2-M Scale=1:33.3 4.00 12 4x6 3x6 = 3x6= 4x6 3 14 4 15 16 17 5 18 6 5x6 % 5x6 2 7 N 8 N � r N c5 19 12 20 21 22 23 11 24 25 26 27 10 28 13 3x8 II 8x10 = 7xS 8x10 = 3x8 II i 2-8-15 8-2-8 13-8-1 16-5-0 2-8-15 5-5-9 5-5-9 2-8-15 Plate Offsets(X.Y)— 111:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.3010-11 >645 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:205 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-13,7-9:2x6 SP No.2,2-12,7-10:2x4 SP No.2 REACTIONS. (Ib/size) 13=4563/0-5-8 (min.0-2-11),9=4563/0-5-8 (min.0-2-11) Max Horz 13=25(1_C 6) Max Uplift 13=1628(LC 4),9=-1628(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=6311/2165,3-14=-6092/2099,4-14=6092/2099,4-15=-11553/3880, 15-16=-11553/3880,16-17=-11553/3880,5-17=-11553/3880,5-18=-6092/2099, 6-18=6092/2099,6-7=-6311/2165,2-13=4404/1580,7-9=-4404/1580 BOT CHORD 13-19=-143/405,12-19=-143/405,12-20=3302/9805,20-21=-3302/9805, 21-22=-3302/9805,22-23=-3302/9805,11-23=-3302/9805,11-24=3296/9805, 24-25=-3296/9805,25-26=-3296/9805,26-27=-3296/9805,10-27=3296/9605, 10-28=126/405,9-28=-126/405 WEBS 3-12=-585/1962,4-12=-4211/1442,4-11=761/2504,5-11=761/2504,5-10=-4211/1442, 6-10=-585/1962,2-12=-2053/5994,7-10=2053/5993 NOTES- (11-12) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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 provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0pST 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0=1b) 13=1628,9=1628. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �i'�°�k' 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 truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 712019713 i 1213846 T10 HIP TRUSS 1 72job Reference(optional) Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 Me MTek Industries,Inc.Wed Sep 13 14:48:07 2017 Page 2 I D:_8kMQOgl CcvBY V7m4?'rycCyToxk-tGHZ92bMrA3wHN O QG Eg7bv5CVc4ydbhoAekUzAye 14M NOTES- '(11-12) 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 Ib down and 143 Ib up at 2-8-15,16 Ib down and 43 Ib up at 4-9-11,16 Ib down and 43 Ib up at 6-9-11,16 Ib down and 43 Ib up at 8-2-8,16 Ib down and 43 Ib up at 9-7-5,and 16 Ib down and 43 Ib up at 11-7-5,and 142 Ib down and 143 Ib up at 13-8-1 on top chord,and 1001 Ib down and 311 Ib up at 2-2-4,43 Ib down and 59 Ib up at 2-8-15,1001 Ib down and 311 Ib up at 3-11-8,4 ib down and 8 Ib up at 4-9-11,1001 Ib down and 311 Ib up at 5-11-8,4 Ib down and 8 Ib up at 6-9-11,1001 Ib down and 311 Ib up at 7-11-8,4 Ib down and 8 Ib up at 8-2-8,1001 Ib down and 311 Ib up at 8-5-8,4 Ib down and 8 Ib up at 9-7-5,1001 Ib down and 311 Ib up at 10-5-8,4 Ib down and 8 Ib up at 11-7-5,1001 Ib down and 311 Ib up at 12-5-8,and 43 Ib down and 59 Ib up at 13-7-5,and 1001 Ib down and 311 Ib up at 14-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-3=-54,3-6=54,6-7=-54,7-8=54,9-13=10 Concentrated Loads(lb) Vert:3=36(F)6=36(F)11=-1995(F=6,B=-2001)12=23(F)10=23(F)19=1001(6)20=-1001(8)21=6(F)22=1001(B)23=6(F)24=6(F)25=-1001(B)26=6(F) 27=1001(B)28=-1001(6) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 BEFORE USE. Design.valid for use onlywith Mi Tek®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 verify the applicability of design parameters and properly incorporate this design into the overall Tr building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MS'iLk' 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 truss systems,see ANSVrPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty ply 712019714 1213846 T11 HIP TRUSS 1 1 Lb Reference o do a Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:08 2017 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-LSrxNOc_NUBnvWzcgyLM76eQzOLFMAyxOIT2Vdye14L 2-0-0 7-0-09-5-0 16-5-0 18-5-0 2-0-0 7-0-0 25-0 7-0-0 2-0-0 Scale=1:33.2 4x12 = 5x6= 3.00 12 3 9 4 d � cv d 2 5 n v al 6 Im o a 8 10 7 3x8 = 2x4 II 5x6 = 3x8 = x i 7-0-0 9-5-0 16-5-0 7-0-0 2-5-0 7-0-0 Plate Offsets(X,Y)— (2:0-4-0.Edgel.(3:0-7-0.0-2-41.f5:0-4-O,Edgel.f7:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 7-8 >856 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.30 8 >630 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.09 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:64 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31`Except* TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1071/0-5-8 (min.0-1-8),5=1071/0-5-8 (min.0-1-8) Max Horz 2=36(LC 4) Max Uplift 2=-642(LC 4),5=642(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2888/1816,3-9=-2768/1793,4-9=2768/1793,4-5=-2889/1817 BOT CHORD 2-8=1732/2745,8-10=-1746/2767,7-10=1746/2767,5-7=-1702/2746 WEBS 3-8=175/425,4-7=-193/426 NOTES- (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.Il;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)This truss has been designed for a 10.0 psf bottom chard live load nonr:oncurrent 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 100 Ib uplift at joint(s)except Ot=lb) 2=642,5=642. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 220 Ib up at 7-0-0,and 110 Ib down and 100 Ib up at 8-2-8,and 203 Ib down and 220 Ib up at 9-5-0 on top chord,and 247 Ib down and 219 Ib up at 7-0-0,and 72 Ib down at 8-2-8,and 247 Ib down and 219 Ib up at 9-4-4 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 front(F)or back(B). 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-4=-54,4-6=-54,2-5=-10 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekO 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 verify the applicability of design parameters and property incorporate this design into the overall WOW !' building 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 stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYm�1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Fru-Type Q 1213846 T11 USS 1 ty [Ii7job Reference(optional) 712019714 Builders FirstSource,Jacksonville,FI 32244 Run:7.640 s Oct 7 2015 Print:7.640 s Apr 22 2016 MiTek Industries,Inc.Wed Sep 13 14:48:OB 2017 Page 2 ID:_8kMQOglCcvBYV7m4?iycCyToxk-LSrxNOc NUBnvWzcgyLM76eQzOLFMAyx01T2Vdyel4L LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-156(B)4=-156(B)7=215(B)8=-215(B)9=110(6)10=24(B) r ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®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 verify the applicability of design parameters and property incorporate this design Into the overall q ■ building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing fy,iTek, 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 oftrusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering ysterGeneral Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �� c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0' 16 wide truss spacing,individual lateral braces themselves WEBS A04 may require bracing,or alternative Tor I Of m wO bracing should be considered. O '� � OOU 3. Never exceed the design loading shown and never EL U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 X 2 orientation,locate .1. csa designer,erection supervisor,property owner and PA plates 0- 'hu"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 X 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chards require lateral bracing at ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing Only. 11111111111111111M 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. W1 is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, amm -T keANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 �~. . Boise Cascade Double 3-1/2" x 16" VERSA-LAM@ 2.0 3100 SIP Floor Beam\F1301 D� 1 �� m�� 1 �2�� L�13.�1710�9�4 BCCALC�Doo�nRnpo� Build 6080 File Name: BOOALOProject Job Name: Description: Designs\FBO1 Address: Specifier: Ody, State,Zip:. Designer: Customer: Company: Code reports: ESF-1040 Mioo: 16-01-00 BO 131 Total Horizontal Product Length 16-01-00 Reaction Summary(Down/Uplift) (mo) Bearing Live Dead Snow Wind Roof Live BO, ~ .'^ ~^^' . —.'.~. . ... .~' ~ B1. 3'1/2^ 322/0 4.700/0 5.718/0 Live Dead Snow wind Roof Live nib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 3 T09 Roof Truss Unf. Lin. (lb/ft) L 00-00-00 16-01-00 427 711 n/a Controls Summary Value %Allowable Duration Case Location poa. xxomont 39.538ft'|Uo 42.3% 125% 2 08'00'08 End Shear 8,312 lbs 312% 125% 2 01'07'08 Total Load Defi U516 (0.364'') 48.5% n/a 2 08'00'08 Live Load Daf|. U940 (0.2") 38.3% n/a 5 08'00'08 NYaxDef|. 0.364" 38.4% n/o O 08'00'08 Span/Depth 11.7 n/o n/a O OO'OO'OD Squash Blocks Valid mAoow m/u|mm Bearing BO Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified B1 Wall/Plate 3-1/2"x 7" 10,417 lbs n/a 56.7% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1of2 ®Boise Cascade Double 3-1/2" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 10/12 slope September 13, 2017 10:59:04 BC CALCO Design Report Build 6080 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r► b d— Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALCO,BC FRAMER@,AJS-, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from ALLJOISTO,BC RIM BOARD-,BCIO, each side. BOISE GLULAM-,SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. Plus@,VERSA-RIME, VERSA-STRANDO,VERSA-STUD@ are Connectors are: 1/2 in. Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. August 10, 2010 T-BRACE / I BRACE DETAIL WITH 2X BRACE ONLY ST T BRACE 2 MiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing 0 00 is impractical.T-Brace/I-Brace must cover 90%of web length. aNote:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous N_ Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k WEB 2x6 2x6 T-Brace 2x6 I-Brace -, 2x8 2x8 T-Brace MI-Brace k -A T-Brace/I-Brace must be same species } T-BRACE and grade(or better) as web member. Nails / Section Detail T-Brace Web Nails Web I-Brace Nails/ FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WINDI O0 ® MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS 0 00 000 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT u DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. II II II II II II II II �I �I II II II 11 II II II II 11 II II 11 II II II II II II II II 1 It II I II Ij Ij II II I II II II I I II II II II I I II Ij Ij II II II II II II II II �I �I I I II II II II jl �� I I I BASE TRUSSES VALLEY TRUSS TYPICAL II VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P t2 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP MiTek USA,Inc. Page-1 of 1 alar NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH u AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR iq 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY vi z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 131 75.9 69.5 60.3 59.0 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 Cl) NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity (M)(2xa) 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEARSIDE NEAR SIDE NEAR SIDE 4 NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30'TO 60° VARY FROM 30°TO 60° 30,TO 60° 45.001 45.001 45.001 FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK I== ® MiTek USA,Inc. Page 1 of 1 =F-111 a 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek USA,Inc. ALONG A FLOOR TRUSS. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WITH TWO#12 x 3" NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD WOOD SCREWS(.216"DIAM.) USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACHW EB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF (0.131"x 3") STRONGBACK(DO NOT USE TO BOTTOM CHORD (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 WALL BLOCKING TRUSS STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek USA,Inc. LJLJ ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. 0 0o CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X3.5"NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4'O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH 71 DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER 4 NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(L7a 1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 MiTek USA,Inc. Page 1 of 2 Typical_x4 L Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud a oo Vertical Stud (4)-16d Common DIAGONAL Wife Nails eRgcE MiTek USA, Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE Spaced 6"o.c. 4'-0"O.C.MAX (2)-10d Common 2x6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailecals 12 w/(4)-d10d Common To 2x s SECTION A-A zxa sn,d Nails A Varies to Common Truss SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. * ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4= (5)-10d COMMON WIRE NAILS. B B (4)-8d NAILS MINIMUM,PLYWOOD 77-27 SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathing--\� NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. \� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1 -3 (2)-10 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / 2 10d NAILS ARCHITECT OR ENGINEER BRACING OF ROOF SYSTEM�R TEMPORARY AND PERMANENT 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. J e �rUS s @24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2 6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at �3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed _ TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF std/stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF std/stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 __ MiTek USA,Inc. Page 2 of 2 =00 ® ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24 o.c. a 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. 1'-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAIL DIAGONAL BRACE NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON INOTED.DE AS TRUS ESWITH(2) 10d NAIILS AT EACH E END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS ill TECHNICAL B LLET.I . April 2010 by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)(') Hanger Iz. or:%"ta Bolts( 16c!(0:148':z 3'%<")Nails Beam;Gonfiguration,;., Bolt #Bolts:.; #Nails TYPe Diarrteter(2t 2 4 6 8 6 '2 ._ _ 18. 24.,. 0.5 2,100 4,200 6,300 8,400 FACE 2,125(5 4,25015 6,370(5) 8,495(5) (5'/e"Beam) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 (s) (s) 1s) 1s) TOP 1,060 2,125 3,185 4,250 0.75 930 1,860 2,790 3,720 FACE - -- - ,7 -- 312"+1,/4!' "P4' 0.5 0.5 1,050 21100 3,150 4,200 TOP 1,060 2,125 3,185 4,25,0 0:75 1,530 3;060 4,590.' 6,120 �a 0.5 2,100 4,200 6,300 8,400 3%"4:13/4" FACT=/` tsl (s> t51 (s) (5'/s"Be#m- W TOP 2,125 4,250 6,370 8,495 0.75 3,060 6,120 9,180 12,240 JI 0,5 1400_ 2,800 4,200 5,600 FACE -- -- 4-ply1la' 0.75 2,040 41080 6,120 8,160 3 � , (7"Beam) 0,5 ; 1, 2,030 2,710 TOP 675� �355 - -- s 0.75 825" 1,655 2,480 '3,305 0.5 2,800 5,600 8,400 11,200 (s) (') 1s) (6) b FACE 2,830 5,665 8,495 11,330 2-ply 13/a"+3'/2" 0.75 5,025 10,050 15,070 20,095 (7 Beam) 0.5 935 1,865 2,800 3,735 TOP 945(6) 1,890(') 2,830(') 3,775(6) ;` -- 0.75 1,360 2,720 4,080 5,440 0.5 - 1,720 3,440 5,160: 6,880 :<`! 2 plly,31/2'_' FACE/ TOP �= 0.75 2,480 4,960" 71440 91920 0.5 1,015 2,030 3,050 4,065 2 ply�'/a"=+3'/2 , FACE 1 -, (7 Beam) T,OP� 0.75 1,240 2,480 3,720 4,960 FACE 0.5' 1,720 3,440 5,160 6,880 - - 2-ply 1% +31/2" 0.75 2,480 4,960 7,440 9,920 I (7'Beam}" 0.5 675` . 1,355 2,030, 2,710 TOP - -- - 0.75 825' 1,655 2,480 =3,305 0.5 2,800 5,600 8,400 11,200 51/4"+1%4 FACE/ (5t (5) (5) (s) (7"Beata) TOP 2,830 5,665 8,495 11,330 F i' 0.75 1 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9/16"maximum for Y2"bolts, 13/16"maximum for'/"bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 p CONTACT US-1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parall am,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ® �k AL TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)I't Fastener Type Beam Confii u d Hanger "'MopUSP Yf�S` Simpson"SDS g ration,, T e Screw Yp )Length #Scre" #SCreaw$ . FACE fat 3'/:" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 ' 3 plyl'l� {5'/a 'To B@aCIt) oP(2) 3'/=' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE - 3'/Vr41/i" 2 r. - (5'/."Beam) TOP fat 3%" 720 ^1,435. 2,155 2 870, 1,020 2,040 3,060 4,080, 3'/z"+idle TACE'I1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 {5'/1'Beam) .TOP{3t 3Y=" FACE 12) 6"ts� 1;055 2,110. 8,165 4,22b > 1,360 -',2,720 "".4,080 5,440,' 4.p Isle" TO.P tet ;`"6"ts� 705 14052;110. 2,81 Q 905 ' . 1 815 2;720, 3 625" E.,yz '-r FACE(3t 3Y2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 -ply 1%',"x.3%" 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 {7 Beam) 3Y�" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 TOP f2t 6"(s) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2 ply 3'/z' FACE 1: 6 ts� {7'�Beam) TOP f2t _ 3 x,055 2,110 3;965 4 220 930 �1 860 2785 3755 2=plyl'/4"+3%" FACE/ 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP f3) FAGEf4t 6 ts�. 1,1)56 2,110 X965 4 220 930 . 1 860 2,785 ',3,711 a 9' 2=ply"13/�":+'3'/�"` 0., (7 Beam) TOO) �.� 6"tst 705 1,405 �2,�70 2 810 �"905 .1 815 2,720 3,625' 5'/e"t 1'/." FACE I (" {7"Beam) ' TOP fat 3'/z" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 w CONTACT US ■ 1.888.iLevel8 (1.888.453.8358)■www.iLevel.com `Weyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser- Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)i'i Connections Name Wood HangerTrussLok BeamConfig'uratian Screw TYPe Length, #Screws 2. 4 6. 8 FACE., 3%" 1,600 3,205 4,805 6,410 3 ply1%" (5'/4'.Beam) „ z 'TOP 3%" 800 1,600 2,405 3,205 ..FACE 3%" - 31/z-'F'13/4" ;33/" 800 1;600 -2,405: 3,205 3'/i"+T1/a" FACE 3%" 1,600 3,205 4,805 6,410 Beam) " -TOP t3} - FACE tz}" 5",6'/< 1,160 2 320 3;480 4 640" 4ply'13/4" 5 / TOP(2} 5',63W 775 1,545 2,320 3,095 FACE(3) 3'/a" 2,135 4,270 6,410 8,545 2-piy f%"+3'/z' 5",6%" 2,320 4,640 6,960 9,280 (7'Beam) 3%" 710 1,425 2,135 2,850 "TOP t�} 5",6%" 775 1,545 2,320 3,095 2 PIY,3'/2" FACE l ' 3 (7"Beam) TOP(2) 5",6% 1,160 2,320 3,480 4,640 - AC 2-ply IW!,+3'/z" Y Esj 5",63/4" 1,160 2,320 3,480 4,640 (7 `Beam) 'FACE(4} "5°, 2,320 3;480 4,64T 2=ply 1314`+3'/z" ; (7'Beam);, � - TflP(4) 5",6'/, 1.,160 2;320 3,480 4,640 (7"Beam). TOP {a} 5",63/," 2,320 4,640 6,960 9,280 i 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 wI CONTACT US ■ 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1,2A,2B General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. ■ Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'/")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16"o maximum holes ■ a/a"bolts-13/1s"o maximum holes T� ■ Lead holes not required for wood screws N E Conc.Load Conc.Load 00 Conc.Load Conc.Load a is `o `o N co -o rpt a s • EQ. EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7%"for%'o bolts d=9%"for''/"o bolts d=11 W for''/.'o bolts d=9%"for 3/4"o bolts d=14"for 9/+"o bolts d=16"for'/:'a bolts Conc. Load Nailed Connection Detail E T .�luix *STAGGER NAILS TO PREVENT SPLITTING -° 16d Sinker(typ) 1 '/2" 9" (0.148"x 3'/e") Typ- L6 Nail Patteri I 12 Nail Pattern- 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US■1.888.iLevel8(1.888.453.8358) ■www.iLevel.com A w Weyerhaeuser,iLevel,Microllam,Parallam,Timberstrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. x 1 != TECHNICAL LLETZ-fid March 2010 by Weyerhaeuser _ Bulletin TB-300 Table 3:Allowable Capacities of 5'/4" Beams with Bolt Connections Bolt ;w Conn.. Beam Depth Dia: Loc _ /a_ ; ,9/:1" K ' :« . 98" 20 -247/ �/4nT/er _ <;5d 6,235 6,545 8,755 9,560 12,345 15,0M Max 05 >$d 10,150 10,500 12,950 13,825` 16,800 19,600 Shear: <5d 3 995 4,260 6,210 6 940 9 510 12,015 lbs: ( >.bd: 8,750 9,100 11,550- 12,425 15,400,''18',200 ` 2 10,605 15,295 15,685 23,905 32,760 42,265 4 -9;355 13,4701 13,730 20,915 28,725 37,250 Ma6 9,350 13,470 13,730 20,910 28,725 37,245 8 13,510' 20 575" 28275 36,685 �. Moment 2 10,60_0 15,290 15,685 2_3,900_ 32,7_55 42,260_ . (ft Ib} 4 �� 9,900 14,215. 14,195 21,490 29,020 37,225 6 29,015 37,220 36;655 <`5d 2,745 4,445 4 665 6,240 6,810 8,795 10,690 12 610 14,545 18,440 M ': '/z„ _ __r ._,. _ __ __ _ _------ ax - _.�. ._ >ST 5,235 7,230 7,480`' 9,225 9,850, :.11,970 13,965 15,960 17,955 21,945 Shear., <;5d 1 455 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040 J (lbs) '/s'.' 4,240 `6,235 6,485 8,2308,855-- 10,975 12,970 14,965 1"6,960- 20,950 2 9,960 16,220 17,105 2_3,990 _2_6,730 36,385 4_6_,670 58,130_ 70,740_ 99,3_75_ " y2„ 4 9,025 14,305 15,065` 21,000-_23,385'' 31,905 41,130 51,535 63;100 89,670 6 14 305 15 060 20 995 23,385 31 905 41,125 51 530 63,100 89 670 o;, Max ___. _ _ _.. _ _ _ _.__. _. 8 , 20,660r 23,010 31,405 •40;590 50;795 .:62,250 88590x �" = Momeiti 2, 9,950 16,210 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99,370 (ft-lb) - _._.. ___ ..� s _____ .__.�_- - -,_- �/4„ 4` �� 15,145 15,895 21,710 24,030 32,235 41;105 51,120 62,285 88,015 6, 32,230 41,100 51,115 62,280 88,010 40,475 50,335 61_,335 86,745„ <5d' 4,520 4,745 6,350 _6,930 8,950 10,8_80 12,830 Max.." .1/� >5d .'T360 7,615._. 9,390 10,025• 12,180 14;210 -16;240 Shear, <'5d 2,895 3,090 4,505 5,030 6,895 8,710 10,575 '/." VY >5d X61345 6,600 8,375 9,010 11;165 13,195 15,225 m 2 18,090 19,080 26,760 29,815 40,740 52,430 65,495 m - 1/2��. 4 95,960 16,805 23,420 26,085 35,725 46,205 58,065" �� .„. 6' 15,955 16,800 23,420 26,080 35,725 46,205 58,060 Max ___ -- _ - _..5,„. -3,5,-1-6--5--- �___-4-5,,,510--- w. . ._ L. Morriei�t 8 23 045 25,665 35 165 45 510 57 235 2 5 !" 18,080_ 19,070 26,755 29,810 40,735 52 425_ 65_490 4 'T16,890 17,730„' ~24,215 mm26,805 T36,095 46,180 57;600 µ 2/4, -6 36,085 46,170 57,595 8 _ 45,470-56,715 Table 3 General Notes ■ Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. ■ Shear reduction has been taken in accordance with.NDS 3.4.3.3. ■ All values shown are for 5%"widths. Multiply by 1.33 for T'wide beams. ■ 9%"and 11%d'TimberStrand®LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 //�� CONTACT US. 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. e x - TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. I 1 Brg• (Typ•) i i ' 3-11/4"x 14" Microllam'LVL Beam, Flush ' Additional Connection Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction i. Load i, i { 2-13/"x 14" i Microllam°LVLT 14" Floor Joists @ 24"o.c., Typ. Beam, Flush _..-—---.._.._..- .._.._.._.._.._..----------------— f 4'-0" I 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US ■ 1.888.iLevel8(1.888.453.8358) ■www.!Level.com w w Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. r TECHNICAL BULLETIN March 2010 Ly Weyerhaeuser Bulletin TB-300 Solution: ■ Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of%"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS YV x 3%"at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1W member and face mount hanger. Again, multiple options exist that exceed the 5,000 Ib load requirement: — '/"diameter bolts in a 6-bolt connection (6,300 lbs) — 16d(0.148"x 3%<")sinker nails in an 18-nail connection (6,370 lbs) — 3%"WS wood screws in an 8-screw connection(5,740 lbs) — 3Y2'SDS wood screws in a 6-screw connection(6,120 lbs) — 3'/"TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location ('/.) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. ■ Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US ■ 1.888.iLevel8(1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. F 11` l= r14L-lKllf% A 1 Milli CTIR[ `Parti MEMBER REPORT Levet,Floor.Flush Beam software 3PIECE(5};1 3L ",x.74`',1.9E MicrollamG LVL.PkSsED Overall Lengths IS k— 15, © u All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result %LDF System:Floor Member Reaction(ibs) 7595 @ 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 1/2" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11718- 36387 Passed(69%) 1.0 Building Code:IBC Live Load Dell.(in) 0.356 @ 7'1 13/16" 0.489 Passed(11494) -- Design Methodology:ASD Total Load Defl_(in) 0.456 @ T 1718- 0.733 Passed(L1386) • Deflection criteria:LL(U360)and TL(Ll240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at I T 1511 6"o/c unless detailed otherwise_Proper attachment and positioning of lateral bracing is required to achieve member stability. SUppOttS Total Avafl'ab)ta Required Xll=Support Reactions(ibs) ' Accessories Bearing Bearing-,' Beanng DeadlEloorlRoof,lSnow. 1-Stud wall-Spruce Pine Fir 3.50" 3.50" 3.40" 1641/59551010 Blocking - 2-Stud wall-Spruce Pine Fr 3.50" 3.50" 2.33" 1164140451010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location" Tributary Dead Floor L(ve- " Roof Lice. Snow , Comments Width {1.00) °; (no"now;1.25) (1.15) 1-Uniform(PSF) 0 to 15' 1' 100.0 400.0 0.0 0.0 10'Floor 2-Point(lb) 4' NIA 1000 4000 0 0 �L" _=.Shear(lbs) •':- � "Ms�trient(Ft=Ins)'" ` odafis�n Ahaf sis Comm" �' Actual i Allowed I LDF Actual I Allowed l LDF 1-3' a/1396511.0 19186136387/1.0 BOLTS LEFT OF HANGER 2-5' 3911256910.9 5215;13638711.0 BOLTS RIGHT OF HANGER Forte,Software operator Job Notes 3125/2010 9:02:21 AM il-eveFgr Forts'v1.1,Design Engine_V4.8-0.1 Page i of 1 Page 8 of 8 CONTACT US ■1.888.iLevel8(1.888.453.8358) •www.!Level.com w w Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved.