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569 TIMBER BRIDGE LN - PERMIT RES18-0100 CITY OF ATLANTIC BEACH 1- ._& 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0100 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 352669.4 Issue Date: 4/2/2018 Expiration Date: 9/29/2018 PROPERTY ADDRESS: Address: 569 TIMBER BRIDGE LN RE Number: 169505 2055 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS LLC Address: 414 OLD HARTS RD STE 502 FLEMING ISLAND, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROSJNC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * 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. Permit Conditions '_ s) City of Beach Permit Number: RES18-0100 Description: NEW SINGLE FAMILY RESIDENCE Applied:3/15/2018 Approved:3/26/2018 Site Address:569 TIMBER BRIDGE LN Issued:4/2/2018 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:ATLANTIC BEACH PARTNERS LLC Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE -SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 3/16/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes.. _. Full erosion.control measures must be installed and approved prior to.beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 3/16/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes. All runoff must remain;on-site during construction. 3 3/16/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list`(Advanced Disposal,Realco Recycling,`Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container.cannot be placed on City right of-way. 4 3/16/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required., 5 3/16/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed: Monday,02 April,2018 1 of 2 w. City of Atlantic Beach % 6 3/21/2018 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.-, 7 3/21/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: .. ' Ensure ali'meter boxes,sewer cleanouts and valve covers are set to grade and visible. 8 3/21/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTS concrete"box with metal lid. Cleanout to be set to grade and visible. 00 Printed: Monday,02 April,2018 2 of 2 Ir�� City of Atlantic Beach �[ 1, ' A` y " ;.,' 1 APPLICATION NUMBER Building Department �p (To be assigned by the Building Department:) I ` 800 Seminole Road t i ir1iR 201 f' Q Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 r E-mail: building-dept@coab.us _Date rout City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� I i/V\'9C ��IDC�� De ent review required Yes No _ ildin Applicant: O 1,t-- 2 CSS �fannlng &Zoni Tree mini ra or Project: G"D S l "\3 C'Le VAS. A - ' i is ti i ie Fire Services FRO view'fee $ : Dept 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 b : n Date: TREE ADMIN. Second Review: []Approved as revised. []Denied. ❑Not applicable Ply qQQ,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 (1 REVOCABLE ENCROACHMENT PERMIT ri THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of ,20 ; by the City of Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and TOLL FL VI.LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the, property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This Work is generally described as Pavers in the Right-of-Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days'-notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 569 Timber Bridge Ln , Parcel#67-132 08-2S-29E • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced,with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USYR further agrees that the CITY and its officers and employees shall be saved harmless by the USER from f the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the R. Date Property Owner: 0eve .Merten,Division President,TOLL FL VI,LP (signed in presenb of Notary Public) STATE OF FLORIDA, COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this day of MCI,rt�\- ,2018 , by 'Z�+Q,I/L `VIC4ZA— ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signa e of tary Public, State of Florida Approved/Public Works Department: Personally Known Produced Identification(T IP Notary Public State of Florida Melissa Sue Lieberman ON p` My Commission GG 126088 Scott Williams, �u he orks Director 14 OF P Expires 09/18/2021 t- - RIGHT-OF-WAY/ EASEMENT PERMIT 3 ! Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address. 569 Timber Bridge Ln Phone 904-595-5243 Permittee Steven Merten Email aregn ierO-tol[brothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location(Reference to Cross-Street) Timber Bridge Lane&Atlantic Beach Dr. -06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities; both aerial and.underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined.by the Director of Public Works, any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the.Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City.. • A sketch of.plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the holder will, at all times, assume all risk of and indemnify, defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights:and privilege• The Director of PuWor all be notified twenty-four(24)hours prior to startingworkacid again immediately upon p to Date Permittee: Steven R.Merte ,_Divi ' resident,TOLLFL VI,LP(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this day of/"/Q.IZ�k_ ,20 16� , byy2 /�/U�7 ,who personally appeared before me and (printed name of Permittee) acknowledged t he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Signatureof Public,S o Notary Public State of Floridaroduced Identification(Type) Florida Melissa SNe Lieberman °j+M,PQ My commission GG 126068 ari' Expires 09/18/2021 'I 'Vi City of Atlantic Beach r ,` --� �-- _.� APPLICATION NUMBER; ?il Building Department f (To be assigned by the,Building Department.) 800 Seminole Road j s) MAR. �r Atlantic Beach, Florida 32233-5445 2018 P Phone(904)247-5826 • Fax(9.04)247-5845 fes, 3 l E-mail: building-dept@coab.us r`: Date routed: _ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ��( [ iM�C- �R l�C�& De ent review required Yes No ildin Applicant: b l-L l J R CSS anning &Zoni \ Tree mini 9ra for Project: (,A.D S l 'yG LE - - icy�ti i ie Fire Services Services Review fee $: 5� - Dept S19nature 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: APPLJCATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING / PLANNING &ZONING 4L"' � f Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUB ORKS Comments: 4F �'-IJ��ILITI.. . 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 PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane ,ate Atlantic Beach, FL 32233 (904)247-5834 NEW(MATER/SEWER TAP REQUEST Date Project Address 5� / //rte! ff eW 01-P &C= Number of Units Commercial Residential Multi-Family 3/ New Water Tap(s)& Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size31tr New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# 00 r ' V Water System Development Charge $ / Sewer System Development Charge $ q,mz an Water Meter Only $ /F4 ; 06 Reclaim Meter Only $ �S Water Meter Tap $ Sewer Tap $ Cross Connection $ 50,06 Other $ TOTAL $ .J, (a 1 0 , csL1 (votes) APPROVED Kayle Moore, P.E. �`� — Date 3 L2, c Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be'assigned by the Building aa ) 800 Seminole Road _ s� �sl;.a -Uh0 Atlantic Beach, Florida 32233-5445 L2 +� A.- Phone(904)247-5826 • Fax(904)247-5845 3/LS- 1 Il E-mail: building-dept@coab.us Date routed: c l � City web-site: http://www.coab.us -77 APPLICATION REVIEW AND TRACKING FORM Property Address: �� 4N��C �R 1�6� De ent review required Yes No ildin Applicant: 2 S anni l— -25ni Tree A minis ra or Project: Gl,-D I <uG Lr_ is ti i ie Fire Services Services Review 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 Transp^station 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: OApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING P>aANNING-&:ZONING Lam-. � — Date: �c3 Reviewed by: 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 05119/2017 City of Atlantic.Beach APPLICATION NUMBER r Building Department (I&be assigned by the Building,Department.) . I 800 Seminole Road ti �a Atlantic Beach, Florida 32233-5445 �� r � �1 �. s Phone(904)247-5826 • Fax(904)247-5845 3 �S � r3 E-mail: building-dept@coab.us r Date routed:, . City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� [ (N\�jC�&l � De ent review required Ye No ildin.._- . L annin 9 &Zoni Applicant: _� b L � 2 bS Tree mi ra or Project: S INC L6:- F� i L`/ is ti i ie Fire Services Review fee $° DeptSignature 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: )VO BUILDI : , PLANNING &ZONING Reviewed by: Date:3/26c90/P— 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 05119/2017 OFFICE COPY Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 MAR 1 2 2018 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 569;limber Bridge Lane Permit RES- - I `"0 0 Legal Description !Lot 159 Atlantic Beach Country Club Unit 2, Parcel #67-52 16-25-29E RE# 169505-2055 Valuation of Work(Replacement Cost)$318809 Heated/Cooled SF 2796 Non-Heated/Cooled 751 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New home construction Florida Product Approval#sPP attaf`hp(J for multiple products use product approval form Property Owner Information Name: Toll FL VI Limited Partnership Address: 160 Cape May Avenue City PonteVedra State FL Zip 32081 Phone 904-217-0739 E-Mail aregnier@tollbrothers.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Toll FL Vl, LP Contractor Information Name of Company: Toll Bros., Inc Qualifying Agent: Steven R. Merten Address 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904-595-5243 Job Site/Contact Number 904-595-5243 State Certification/Registration# CGC1510225 E-Mail aregnier@tollbrothers.com Architect Name&Phone# Toll Architecture(407)248-5800 Engineer's Name&Phone# Lou Pontigo 8 Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expries 9/1/2018 Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,. WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,et .NOTIC•E:In dditionto the requirements of thi erm`tt,there may be additional restric ions applicable to this P operty that may be found in the public records of thi-s county,an here may be WViona] permits re.quifed from other governmental entities such as water management districts,state agencies,o eT ral Cagencies OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA ING, CONSULT WITH YOUR LENDER OR AN ATT NEY BEFORE RECORDING Y NOTICE OF COMMENCEMENT. Signature of Owner or Agent) Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 7 day of Signed and sworn to(or affirmed)before me this 7 day of rn/(M.l, o?t'I le ,by S'tel/P /VZ�P,/L {l f �24/e by SleO AMM (S nature of Notary) ( gnat re of Notary) Personally Known ra Personally Known OR Notary Public State of Florida [ ]Produced Identifica ' ' `� Melissa Sue Lieberman [ l Produced Identification �,;vKYPr Notary Public State of Florida Type of Identification: Q MY commission GG 126088 Type of Identification: Melissa Sue Lieberman or n xpves 9/18/2021 ¢ Y ommission GG 126068 OF Expires 09/18/2021 urriut: wry PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') c9 7 Non-Habitable Space (ft') r7 5 1 LAND INFORMATION: Zoning District GL Flood Zone X Minimum FFE BUILDING INFORMATION: Construction Type V13 , Occupancy Group Number of Stories '2_. Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Pro 69 0 g-el F /2., 0 Rev. 2.7.2018 S404 0 -f FLO FORM R405-2017 -e FLORIDA ENERGY.EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and-Professional Regulation•-Residential Performance Method, Project Name: Cumberland-2796 Right S Builder Name: 'Toll Brothers,Inc. Street: Lot 159 Atlantic Beach CC Permit Office: Atlantic Beach City, State,Zip: • Atlantic Beach,FL, Permit Number: Owner: 'Tall Brothers,Inc. Jurisdiction: 26'1300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3456.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3263.00 ft2 b:Frame-Wood,Adjacent R=13.0 193.50 ff 3. Number of units,if multiple family 1. c.N/A R= ft2 -4. Number of Bedrooms .4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling types (2300.0 sgft.) Insulation Area 2 a.Under Attic(Vented) ` R=38.0 2026.00 ft 6. Conditioned floor area above grade(ft2) 2796 b.Under Attic(Vented) R=19.0 274.00 ft2 _ 2 Conditioned floor area below grade(ft2) 0 1.Ducts R R ft2 7. Windows(302.0 sgft,) Description Area a.Sup:Attic,Ret:Attic,AH:.2nd Floor .6 328.9 a. U-Factor: Dbl,U=0.34 302.00 ft2 SHGC: SHGC=0.27 b. U-Factor. NIA ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:14.00 c. U-Factor. N/A ft2 SHGC: -13.Heating systems -kBtu/hr Efficiency d. U-Factor: NIA ft2 a.Electric Heat Pump •48.0 HSPF:8.20 SHGC: ` Area Weighted Average Overhang Depth: 7.678'ft. Area Weighted Average SHGC: 0.270 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor-rypes (2790.0 sgf4.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2189.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 496.00 ft2 None c.other(see details) R= 105.00 ft2 15:Credits Pstat Total Proposed Modified Loads: 66.88 Glass/Floor Area: 0.108 rAS..S Total Baseline Loads: 79.00 . I hereby certify that the plans and specifications covered by Review of the plans and � �Tr185xA_� _ this calculation are in compliance with the Florida Energy specifications covered by this --A-Vlei,( rz Off, Code. calculation indicates compliance �r,��v l = e��•V�� fir; �� T 1 with the Florida Energy Code. PREPARED BY: ,�G�yd k/H rr/�rso Before construction is completed r �� DATE. dam` �'- �� this building will be inspected for compliance with Section 553.908 'x': Florida Statutes. ' I hereby certify that this building, as designed,is in compliance ?C, with the Florida Energy ode. �D hfE'�r`; OWNER/AGENT: BUILDING OFFICIAL: DATE: 1-1 DATE: ! - Compliance requires certification by the air handler unit manufacturer that-the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than.7.00 ACH50(R402.4:1.2). i i 7 I . I 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 OWFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Toll Brothers,Inc. Permit# Project Address: 569 Timber Bridge Lane,Atlantic Beach,FL 32233 Lot 159 As required by Florida Statute 553.842 and Florida Administrative Code Rule 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 approval may be obtained at:www.tioridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Wood Edge,Steel N/A Double-FL8228.6 Single-FL6506.4 Simpson Door Company Wood Door FL 14487.1 Therma-Tru Fiberglass/Wood Door N/A FL 5262.3 2. Sliding PGT 2500 Aluminum Slide Glass +25/-25 FL 251 3. Sectional Clopay Building Products Section Ext.Door +20/-20 PSF FL15279.1/FL15279.3 4.Roll up 5.Automatic 6. Other B.WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2.Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3.Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7.Pass-through 8.Projected 9.Mullion PGT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11.Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 FL 10008.1 12. Glass Block JUS Block/Hy-Lite Glass Block Window 70 PSF JFL 185.12 CECO Category/Subcategory Manufacture I ' oduct Description Limitation of Use State# Local# Ce PANEL WALL 1.Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles N/A 12875.1 2.Soffits/Ceilings James Hardie Building Products,Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4.Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic Stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. Timberline 30 year Arch Shingles N/A FL 10124.1 2.Underlayments - Woodland Industries,Inc. Felt N/A FL 1814.12 Boral Roofing Roof Underlayment N/A FL 14317.1 3.Roofing fastners 4.Nonstructural metal roof Millennium Metals,Inc. Metal Roofin-M seam N/A FL 5211.3 R6 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/stakes Watkins Sawmill LTD. Wood Shingles and Shake N/A FL 13714.1 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Pli-Deck Walking deck membrane N/A FL 12407.1 Category/Subcategory Manufacturer r� t e iption Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3.Storm panels Town and Country Industries Storm shutters N/A FL 11963 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Strong Tie Per engineering 2.Truss plates Alpine Engineered Truss plate conn. Per engineering 3.Engineered lumber Georgia Pacific Eng.Lumber FL 2023.1 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12. Sheds 13.Other G. SKYLIGHTS 1. Skylight Sun Tek FGC Skylite FL 2442 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural 1 OSB(roof and wall);manufacturered by Huber Engineered Woods 2 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. OFFICE Y Audrey Regnier F (Contractor Name) (Print Name) (Signature) Company Name: Toll Brothers,Inc. Mailing Address: 160 Cape May Avenue City: Ponte Vedra State: FL Zip Code: 32081 Telephone Number: 904 217-0739 Fax Number: Cell Phone Number: 904-405-8969 Email Address: aresnier@tollbrothers.com OFFICE COPY FORM R405-2017 FLORIDA ENERGY.EFFICIENCY CODE FOR BUILDING CONSTRUCTION I Florida Department of Business and-Professional Regulation- Residential Performance Method. I _ _Project Name: Cumberland.2796 Right S Builder Name: Toll Brothers,Inc. Street: Lot 159 Atlantic Beach CC Permit Office: Atlantic Beach City, State,Zip: a . Atlntic Beach,FL, Permit Number: Owner: Toll Brothers,Inc. Jurisdiction: .26'1300 '. Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 9. Wal (3456.5 sgft.) Insulation Area 1. New construction or existing New(From Plans) a.Frame-Wood,Exterior R=19.0 3263.00"ft2 2. Single family or multiple family Single-family b:Frame-Wood,Adjacent R=13.0 193.50 ft2 3. Number of units,if multiple family c.N/A R= ft2 4 d.N/A "R= "4. Number of Bedrooms 10.Ceiling Types (2300.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) ` R=38.0 2026.00 ft2 2b.Under Attic(Vented) R=19.0 274.00 ft2 6. Conditioned floor area above grade(ft) 2796 c.N/A R= ft2 Conditioned floor area below grade(W) 0 11.Ducts R ft2 P�� a.Su Attic,Ret:Attic,AH:-2nd Floor 6 328.9 7. Windows(302.0 sgft,) Description Area a. U-Factor: Dbl,U=0.34 302.00 ft2 SHGC: SHGC=0.2712.Cooling systems kBtu/hr Efficiency ft2 b. LI-Factor. N/A a.Central Unit 48.0 SEER-.14.00 SHGC: ft2 C. U-Factor:.. N/A kBtu/hr Efficiency SHGC: 13.Heating systems d. U-Factor: N/A ft2 a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 7.678 ft. 14.Hot water systems Area Weighted Average SHGC: 0.270 Ca 1 gallons a.Natural Gas Tankless A 9 8. Floor'rypes (2790.0 sgff.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 2189.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 496.00 ft2 None c.other(see details) R= 105.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 66.88 . Glass/Floor Area:. 0:108 Total Baseline.Loads: 79.00 PASS i I hereby certify that the plans and specifications covered by Review of the plans and O� L Z,this calculatioh are in compliance with the Florida Energy specifications covered by this ;;�,t a 00 calculation indicates compliance Code. with the Florida Energy Code. •� � Before construction is completed PREPARED BY: this building will be inspected for 1„ llis DATE: d/ .. e,. compliance with Section 553.908 x ati Florida Statutes. . I hereby certify that this building, as designed,is in compliance G.O'D with the Florida Energy ode. OWNER/AGENT: BUILDING OFFICIAL: DATE: I� DATE: ! - Compliance requires certification by the air handier unit manufacturer that-the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. ecklist in accordance with R402.4.1.1 and this project requires an Compliance requires an Air Barrier and insulation Inspection Ch I envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). I i I - i 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 of 5 Section R405.4.1 Compliant Software Page 1 i i I FORM R405-2017 - i PROJECT TAddess Type: Street Address Title: Cumberland 2796 Right S Bedrooms: 4 Lot Address -Building Type: User 'Conditioned Area: . '2796 I Owner Name: Toll Brothers,Inc. Total Stories: 2 Block/Subdivision: Worst Case: No PlatBook: i 4 of Units: 1 Street: Lot 159 Atlantic Beach Builder Name: Toll Brothers,Inc. Rotate Angle: 0 Cross Ventilation: No County: Duval Permit Office: Atlantic Beach Cit State,Zi Atlantic Beach,. Jurisdiction: 261300 Whole House Fan: No Y' p' FL, Family-Type: Single-family ! i New/Existing: New,(From Plans) Comment: CLIMATE . I . / Design-Temp Int Design Temp Heating Design DailyTemp V Design Location TMY Site 2.5% Winter Summer Degree Days :Moisture Range 97.5% FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 . Medium : 'BLOCKS Number Name Area Volume ' 1 Blockl 2796. 27353 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated '1 Main 2189 21890 Yes 4 3 1 Yes Yes 1 Yes 2 2nd Floor 607 5463 No 1 1 1 Yes Yes Yes -FLOORS # Floor7ype Space Perimeter Perimeter R Value Area_ Joist R-Value, Tile Wood Carpet 1 Slab-On-Grade Edge lnsulatlo Main 182 ft 0 .2189 ft2 -___ 0 0 1 / 496 ft2 0 0 0 1 .2 Floor Over Other Space _2nd Floor --- .3 Floor over Garage 2nd Floor ____ 105 ft2 19 0 0 1 'ROOF Roof Gable Roof Solar SA Emitt. Emltt Deck Pitch # -Type Materials Area Area Color Absor. Tested Tested Insula (deg) 1 Gable or Shed. Composition shingles 2566 ft2 574 ft2 Medium 0.6 N 0.9 No 0 ..26.6 ATTIC V # Type Ventilation Vent Ratio 0 in) Area RBS IRCC Vented 300 2294f? N N 1 Full attic • Ener Gau e®USA-FlaRes2017.Section R405.4.1 Compliant Software Page.2 of 5 1/23/2018 11:40 AM gY g FORM 8405-2017 _- - -- -- - - _ CEILING _ Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 11 Under Attic(Vented) Main 38 Blown '1539 ft2 0.11 Wood .2 Under Attic(Vented) 2nd Floor 38 Blown .487 ft2 0.11 Wood Main 19 Blown 154 ft2 0.11 Wood 3 Under Attic(Vented) � • 4 Under Attic(Vented) 2nd Floor 19 Blown 120 ft2 0.11 Wood - - WALLS Cavity Width Height Sheathing Framing Solar Below _ Adjacent Space R-Valu, F{ iR Fr �r1 arP R-N�alue_Fraction 4soL_Grad �nral 0.23• 0.6 0 1 S Exterior - Frame-Wood Maln 19 18 6 10 0 J85.0ft2. 0 -2 S Exterior Frame-Wood 2nd Floor 19 40 . 0 9 0 360.0 ft2 0 0.23 0.6 0 3 E Exterior Frame-Wood 'Main 19 70 0 '10 0 700.0 ft2 0 0.23 0.6 0 4' E Exterior Frame-Wood 2nd Floor 19 31 0 9 0 -279.0 ft2 0 0.23 0.6 0 0 5 N Exterior Frame-Wood Main 19 .40 0 10 0 -400.0 ft2. 0 0.23 0.6 6 N Exterior 'Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 0 0.23 0.6 0 ' 7 W Exterior Frame-Wood Main 19 70 0 10 0 700.0 ft2 0 0.23 0.6 0 g W Exterior Frame-Wood .2nd Floor 19 .31 0 9 0 -279.0 ft2 0 0.23 0-6 0 < ain '13 .21 6 9 0 193.5-ft2 0 ,0:23. 0.01 9 S Garage Frame-Wood M 0 '.'DOORS Storms U-Value Width Height Area =#/ Ornt DoorType Space _ Ft In Ft In None :54 3 8 .24 ft2 1 S Insulated Main 21.3 ft2 2 S Wood Main None .39 2 8 8 WINDOWS Orientation shown is the entered,Proposed orientation. Overhang Wall / V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.27 N 30.0 ft2 7 ft 0 In 1 ft 0 in Drapes/blinds Exterior 5 2 E 3 Vinyl Low-E Double Yes 0,34 0.27 N 30.0 ft2 1 ft.4 in 1 ft 0 in Drapes/blinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.34 . 0-27 N 8.0 ft2 -1-ft 4 in 1 ft 0 in None Exterior 5 4 N 5 Vinyl Low-E Double Yes 0.34 0.27 N 30.0 ft2 1-ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 N 5 Vinyl Low-E Double Yes 0.34 0.27 N 30.6 ft2 10 ft 4 In 1 ft 0 in None -Exterior 5 6 W 7 Vinyl Low-E Double Yes 0.34 0.27 N 90.0 ft2 15 ft 4 in 1 ft 0 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.34 0.27, N 15.0 ft2 1 ft 4 in 1-ft 0 In Drapes/blinds Exterior . g W 8 Vinyl Low-E Double Yes 0.34 0.27 N .45.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 . 9 N 5 Vinyl Low-E Double Yes 0.34 0.27 N 24.0 ft2 '10 ft-4 In 1 ft 0 in None Exterior 5 . 112312018 11:40 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 - GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 •454 ftZ 454 ftZ 46 ft INFILTRATION # Scope Method SLA CFM 50 ELA,. :. EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000435 3191.2 175.19 329.47 :4125 7 HEATING SYSTEM Subtype Efficiency Capacity Block Ducts # System Type YP 1 Electric.Heat Pump/ Split HSPF:8.2 •48 kBtu/hr: 1 sys#1 COOLING-SYSTEM. # System Type Subtype -Efficiency Capacity. Air Flow SHR. Block Ducts 1 Central Unit/ Split SEER:14 •48 kBtu/hr. -1440 cfm 0.77 1 sys#1 HOT WATER SYSTEM # System'Type SubType Location EF Cap Use SetPnt Conservation . 1 Natural Gas Tankless Exterior 0.8 '1 gal. 60.9 gal 120 deg None ,SOLAR HOT WATER SYSTEM Collector Storage. FSEC Cert # Company Name System Model# Collector Model# Area Volume FEF -ftZ None None. DUCTS ---Return--- Air CFM.25 CFM25' HVAC# / ---Supply-- V -# Location R-Value Area Location Area Leakage Typ,e Handler TOT OUT QN RLF Heat Cool, 1 Attic 6 328.9 ft Attic 82.225 Default Leakage 2nd Floor (Default) (Default) 1 1 G Ener Gauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 1/2312018 11:40 AM 9Y . FORM R405-2017 - TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan . Feb Mar Apr May X Jun X Jul X Aug X Se Oct Nov Dec rr ]] 1XI [ ] Jun Jul Aug Sep Oct Nov X Dec Heating Jan f X Feb [X]Mar Apr [.]May Jun Jul Aug Sep €X�Oct IXXI Nov Dec Venting �Xj Jan [ Feb [[[X Mar Apr [ )May Thermostat Schedule: HERS 2006 Reference Hours ScheduleType 1 .2 3 4 5 6 12 7 8 9 10 1'1 Cooling(WD) AM 78 78 '78 78 78' 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78• 78 78 78 78 78 78 78 78 78 PM 78 78 '78 ' .78 78 78 78 78 78 78 76 78 •'Heating'(WD) AM 66 66.- '66 .' 66' 66 68 68. 68 • 68 68 6 68 PM 68 68 .68 68 68 68 68 68 68 68 666 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 66 6 PM 68 68 68 68 68 68 68 68 68 68 66 666 - i 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 t FORM R405-2017. ENERGYPERFORMANCE LEVEL (EPL) �DISPLAYT CARD .ESTIMATED'.ENERGY PERFORMANCE INDEX* 85 The lower the EnergyPerformance Index,the more efficient the home. Lot 159 Atlantic Beach CC, Atlantic Beach, FL, New(From Plans 9. Wall Types .Insulation Area 1. New construction or existing ) a.Frame-Wood,Exterior R=19.0 3263.00 ft2 I 2. Single family or-multiple family Single-family b.Frame-Wood,Adjacent R=13.0 193.50 ft2 3. Number of units,if multiple family 1 c.N/A V R= ft2 d.N/A :.R= ft2 •4:'Number of Bedrooms 4, Insulation Area 10.Ceiling Types 5, Is this a worst case? No a.Under Attic(Vented) R=38.0 2026.00 ft2 6. Conditioned floor area(ft2) 2796 b.Under Attic(Vented) R=19 .0 274.00 ft2 c.NIA R= ft2 7. Windows" :Description Area 11.Ducts R ft2 a. U-Factor: Dbl,U=0.34 302.00 ft2 a.Sup:Attic,Ref:Attic,AH:-2nd Floor ... 6 328.9 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtulhr Efficiency SHGC: C. U-Factor. N/A ft2 a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2kBtu/hr Efficiency 13.Heating systems SHGC: • a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.678 ft. Area Weighted Average SHGC: 0.270' Insulation Area 14.Hot water systems Cap:1 gallons 8. Floor-TypesInsulationa.Natural Gas a.Slab-On-Grade Edge Insulation R=0.0 2189.00 ftEF:0.8 b.Floor Over Other Space R=0.0 496.00 ft2 b. Conservation features c.other(see details) R= 105.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving"features which will be.instafled (or exceeded) , 4 ,y rriri r 0r� in this home before final inspection. Otherwise, a new EPL Display Card will be completed u,,r based on installed Code compliant features. y K� I 1 U4 ! Date: �_j Builder Signature: -. , Address of New Home:S 0�� /I mNil �; 1L (� City/FL Zlp: i *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. Email EnergyGauge tech supportat' techsupport@energygauge.com 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. 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Pagel of 1 1 Florida Building Code, Energy Go.nservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Lot 159 Atlantic Beach CC Permit Number: Atlantic Beach,FL MANDATORY REQUIREMENTS See individual code sections for full details. 'SECTION.114.0'I GENERAL R401.3 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 Statutes)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 code compliance for the building,A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit aif leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402A.i Building thermal envelope. The building thermal envelope shall comply with Sections R402AA A and'R402.4.1.2.-I'he 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 in76ble R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted d y either individuals as defined In Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(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. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and-outdoor combustion air.-Where i using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4:3 Fenestration air Ieakage.Windows;skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/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. i Exception: Site-built windows,skylights and doors. i i 9Y 1/23/2018 11:40 AM Ener Gauge®USA-FlaRes2017 FBC 6th Edition(2017) Compiia Page 1 of 5 MANDATORY REQUIREMENTS o (Continued) R402.4.4 Rooms containing fuel-burning appliances. In-Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope-or enclosed in a room,isolated.from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The,door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it l passes through conditioned space to a minimum of R-8. Exceptions: . 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with'Section R402.4.2 and Section R1006 bf the Florida Building Code,Residential. 11402.4.5 Recessed lighting. Recessed luminaires-installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires 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 E283 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. 'SECTION 8403 SYSTEMS I R403:1 Controls. R403.1:1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 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 heating load. R403.3.2'Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed In accordance with Section C403.2.9.2 of the Commercial Provisions.of this code and shall be shown to meet duct tightness criteria below.. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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)(f),(g)or(i),Florida Statutes,to be"substantially leak-free"in i accordance with Section R403.3.3. 11403.3.2:1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: I 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0:1 inch w.g.(25 Pa)across the system,including the I manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. .2.- Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41'C) or below 55°F(I YC)shall be insulated to a minimum of R-3. 11403.4:1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature'maintenarice systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance witli Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. ROMA A Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return*pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at.the desired temperature and when there is no demand for hot water. R403.5A.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 I MANDATORY REQUIREMENTS v (Continued) R403.5.5 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-Y2 inches(89 mm)in the hot water distribution line and cold water line-located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 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). R403.5.6.1.2 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 burners)of- combustion types of service water-heating systems to be turned off. R403.5.6:2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar wafer-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 ComponentTest Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. 8403.6 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 including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation systerriJans shall meet the efficacy requirements ofTable R403.6.1. Exception: Where who mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements ofTable R403.6.1. 1. 'The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, .crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be Insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. 11403:7 Heating and cooling equipment(Mandatory). 11403:7:1 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 coaling 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 that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment Is-installed. TABLE R403.6:1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM. MINIMUM EFFICACY a AIRFLOW RATE MAXIMU IV (CFM) (CFM/WATT) (CFM) f Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compile Page 3 of 5 MANDATORY REQUIREMENTS - (Contint.ted) R403.7.1.1 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 403.7,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. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacturer's expanded.performance data 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 temperatures 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 multiple-family residential equipment sizing may be selected so-that its cooling capacity is less than the' calculated total senslble load but not less than 80 percent of that-load. .2. • When signed and sealed by aFlorida-registered engineer,in attached single-and multiple-family units,the capacity of - equipment may be sized in accordance with good design practice. R403:7.1.2 Heating equipment capacity. 8403.7.1.2.1 Heat pumps.' Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. 8403:7:1:2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. J , 11403:7.1:2:3 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 R403.7.1. 8403:7.1.3 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. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. 8403.9 Snow melt and ice 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 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff wheri the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance.with Sections R403.10.1 through R403.10.5. 8403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall-be in compliance with this section: Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403'.1 0.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a,vapor-retardant cover on or at the water surface or a liquid cover or other means proven to redude heat loss. i .Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. 8403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and.oil-fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 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?emperature.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. 11403.11 Portable spas(Mandatorgohe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. -SECTION 8404 ELECTRICAL POWER AND LIGHTING.SYST'EIVIS R404.1 Lighting equipment(Mandatory). Not less than75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404AA Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COiVIPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Cumberland 2796 Right S Builder Name: Toll Brothers,Inc. Street: Lot 159 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable Insulation.shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks orjoints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls 'The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be eiInsulated by having a thermal e el sten eing the cavity of R-3 per inch ith sealed. Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barrier. Rim joists shall be;insulated. Floors- The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of ( subfloor decking,or floor framing cavity insulation above-garage shall be permitted to be in contact with the top side and cantilevered of sheathing,or continuous insulation installed on floors) the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where.proyided_instead of floor insulation,insulation shall be permanently attached to the crawlspace walls. a Class I vapor retarder with overlapping joints taped. Duct shafts,utility penetrations,and flue shafts opening to Shafts,penetrations exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on Narrow cavities 'installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring Plumbing and wiring and plumbing In exterior walls,or insulation that on installation readily conforms to available space shall extend I Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box o The air barrier shall be installed behind electrical or communication } exterior walls. boxes orair-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids 1_12 a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. Page 1 of 1 j 1/23/2018 11:40 AM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software I FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test'Report Performance Method Project Name: Cumberland 2796 Right S Builder Name: Toll Brothers,Inc. Street: Lot 159 Atlantic Beach CC Permit Office: Atlantic Beach City,State,.Zip: Atlantic Beach, FL, Permit Number: Design Location: 'FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 2796 sq.ft. Cond.Volume: 27353 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression D..ata: C: n: R: Single or Multi Point7est Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017: .1 :Pa cfm .2 Pa cfm Tested ACH(50) 3 pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm • required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50),is less than 3 5 pa cfm the building must have a mechanical ventilation 6 pa cfm system. R402.4.1.27esting. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding?air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).'Testin(shall be conducted 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 ,(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. I hereby certify that the above envelope leakage Testing shall be conducted by either 4og11ES Z� performance results demonstrate compliance individuals as defined in Section , := 553.993(5)or(7),Florida Statutes or. ati� t with Florida Energy Code requirements individuals licensed as set forth in in accordance with Section R402.4.1.2. • Section 489.105(3)(f). (g), or(i)or an � •--••�}""� approved third party.A written report of �I< the results of the test shall be signed SIGNATURE: by the third party conducting the test �;. 5� and provided to the code official. ��A'Wr, PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: i • 1/23/2018 11:40 AM EnergyGauge@)USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Job: Lot 159 ABCC r ; Project Sulnnrinary Date: B : Renee Brown/SPG Entine House v McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,F132256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mcgowansac_com Web:www.mcgowansac.com is` ja'l�i ' �Ss•;,v� � .�� ,�`sYa �°�``z+�tN�1 � �'kC�'�a'C.f! Jx• � aJ � � �;.� �� p, A,c.{��a�t Tu�'r� ..�' � �'�<'� Ou. � h For: Toll Brothers FI Notes: Cumberland Bonus k sasv aR,gg s.� ' _ r � sS�t'NO "' ' sF'Y-fet� ��:��L �� h.. .aik 'c.< 52' N 6n . Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 37 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35349 Btuh Structure 27846 Btuh Ducts 5126 Btuh Ducts 6665 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 40474 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32069 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/3314 cfm Structure 9111 Btuh Ducts 1187 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2796 2796 Equipment latent load 13298 Btuh Volume (ft') 28408 28408 Air changes/hour . 0.67 0.42 Equipment Total Load (Sen+Lat) 45367 Btuh Equiv.AVF (cfm) 317 201 Req.total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0480000A0 Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 27 °F Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.77 Capacltybalance point=31 °F Backup: Input= 10 kW, Output=33117 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr,?1MtsaFt' 2018-Jan-22 20:51:07 Comfort Builder by Wrighlsoft 18.0.08 RSU03444 Page 1 + I+ ...hers\Cumberland Bonus 2796 Right Lot 159 AB.rup Calc=MJ8 Front Door faces: S N First Floor 6x10 5 rr trjaster m.wtc 14x6 8' 6x12 8x4 7 """� 16x16 8x4 4" 4" 12r ® C --2 3"Fan 12" 18x1 nt,bafh€ bath-x 12 x 12 3"Fan family roo�r: lo.. 3"Fan 6x12 7" 4x8 66x10 4 rr ped•z.; T 7 ti"all: 14" 12" 12x12 16" 10x 6' stairs' 12 x 12 1°, 10x6 6 rr 0 kltctTem �qed 3' 8x4 8x4 0 10x10 10x10 4 O o $.r 4 laundry � 10" ;pan; jdmmg s7 12 x 12 foyer; 12 x 6 10 X6 10".1 7" garagE:3 12x5.r 'study_< Job#: Lot 159 ABCC MGGowan°s pleating & Air Conditions Scale: 1 : 103 Performed by Renee Brown/SPG for: Page 1 Toll Brothers 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft FI Jacksonville,FI 32256 18.0.08 RSU03444 Phone:904-278-0339 Fax:904-278-0366 2018-Jan-22 20:51:13 www.mcgowansac.com saldie@mcgowansac.com Bonus 2796 Right Lot 159 AB.rup N P Lip 16 ' 12" - - stairs up 6x10 6 12 x 12 12 x 12 10" 6 x 14 12" attic 8 � IOft 18� 8 6x12 x4 hed 7 T 4 bath3® uric= 3"Fan 4c8 4 Job#: Lot 159 ABCC McGowan's Heating & Air Conditioni Scale: 1 : 103 Performed by Renee Brown/SPG for: Page 2 Toll Brothers 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft FI Jacksonville,FI 32256 18.0.08 RSU03444 Phone:904-278-0339 Fax:904-278-0366 2018-Jan-22 20:51:13 www.mcgowansac.com saldie@mcgowansac.com ...Bonus 2796 Right Lot 159 AB.rup Job: Lot 159 ABCC Manual S Compliance Report Date: Entire House By: Renee Brown/SPG McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldle@mcgowansac.com Web:www.mcgowansac.com 1 1, -N p Y R a Y 4 }� s .> . {via x w.I .,._ .�. ,u .^+�Aa,,. .1LR'...<. 'T.- 1. •- svl- .` _ .Y..M IN For: Toll Brothers FI Design Conditions Outdoor design DB: 99.3°F Sensible gain: 32069 Btuh Entering coil DB: 76.0°F Outdoor design WB: 80.0°F Latent gain: 13298 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 45367 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1533 cfm Sensible capacity: 32200 Btuh 100%of load Latent capacity: 13800 Btuh 104%of load Total capacity: 46000 `Btuh 101%of load SHR: 70% Ri i7v p'� Design Conditions Outdoor design DB: 33.5°F Heat loss: 40474 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1533 cfm Output capacity: 45500 Btuh 112%of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1533 cfm Output capacity: 9.7 kW 82%of load Temp. rise: 22 °F Meets all requirements of ACCA Manual S. 2018-Jan-22 20:51:07 V tit L' )f 1i X tA'� Comfort Builder by Wrightsoft 18.0.08 RSU03444 Page 1 >C CX ...hers\Cumberland Bonus 2796 Right Lot 159 AB.rup Calc=MJ8 Front Door faces: S Duct System Summary Dae; Lot 159 ABCC Entire House By: Renee Brown/SPG McGowan°s Pleating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,FI 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mpcgowansac.com Web:www.mcgowansac.com Y 'Y s -Rs1 Ili""' For: Toll Brothers FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.195/0.195 in H2O 0.195/0.195 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 1533 cfm 1533 cfm Total effective length (TEL) 450 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FH (in) (in) Matl Ln (ft) Ln (ft) Trunk bath 2 C 160 3 7 0.118 4.0 Ox 0 VIFx 44.3 285.0 st3 bath 3 h 634 24 20 0.124 4.0 Ox 0 VIFx 55.1 260.0 st8 bed 2 C 1943 82 86 0.116 6.0 Ox 0 VIFx 49.8 285.0 st3 bed 3 h 2544 96 89 0.112 6.0 Ox 0 VIFx 58.1 290.0 st5 bed 4 C 2985 131 133 0.122 7.0 Ox 0 VIFx 59.3 260.0 st8 dining C 2288 73 102 0.091 7.0 Ox 0 VIFx 88.1 340.0 st6 family room C 2964 127 132 0.121 7.0 Ox 0 VIFx 36.1 285.0 st3 family room-A c 2964 127 132 0.098 7.0 Ox 0 VIFx 67.2 330.0 st4 foyer h 2400 91 88 0.091 5.0 Ox 0 VIFx 89.4 340.0 st6 kitchen c 2062 45 92 0.119 6.0 Ox 0 VIFx 42.0 285.0 st3 laundry h 343 13 10 0.112 4.0 Ox 0 VIFx 62.6 285.0 st5 loft c 4910 163 218 0.127 8.0 Ox 0 VIFx 47.2 260.0 st8 m.bath c 172 3 8 0.098 4.0 Ox 0 VIFx 68.1 330.0 st4 m.wic h 2875 109 62 0.097 5.0 Ox 0 VIFx 73.5 330.0 st4 master h 4240 161 136 0.099 8.0 Ox 0 VIR 62.5 330.0 st4 pan-A h 510 19 10 0.087 4.0 Ox 0 VIFx 105.1 345.0 st6 stairs up h 1294 49 37 0.128 5.0 Ox 0 VIFx 45.2 260.0 st8 study h 4398 167 132 0.090 7.0 Ox 0 VIFx 94.2 340.0 st6 we h 974 37 30 0.095 4.0 Ox 0 VIFx 75.8 335.0 st4 wlc h 353 13 11 0.121 4.0 Ox 0 VIFx 56.6 265.0 st8 1Mt1 �d$'ad� "; 2018-Jan-22 20:51:07 A, Comfort Builder by Wrlghtsoft 18.0.08 RSU03444 Pagel , ...hers\Cumberland Bonus 2796 Right Lot 159 AB.rup Calc=MJ8 Front Door faces: S �. ,,kc. ..5 �5 tt '.3h`• Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st8 Peak AVF 381 419 0.121 534 12.0 0 x 0 VinlFlx st7 st6 Peak AVF 350 331 0.087 641 10.0 0 x 0 VinlFlx st5 st4 Peak AVF 437 367 0.095 556 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 694 684 0.095 649 14.0 0 x 0 VinlFlx st2 st5 Peak AVF 459 430 0.087 584 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 1533 1533 0.087 1098 16.0 0 x 0 VinlFlx st1 st7 Peak AVF 381 419 0.121 534 12.0 0 x 0 VinlFlx st2 st1 Peak AVF 1533 1533 0.087 868 18.0 0 x 0 VinlFlx 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 1533 1533 0 0 0 0 Ox 0 VIFx vvri ht5ot." 2018-Jan-2220:51:07 ,` u=• Comfort Builder by Wrightsoft 18.0.08 RSU03444 Page 2 ACG' ...hers%Cumberland Bonus 2796 Right Lot 159 AB.rup Calc=MJ8 Front Door faces: S ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek ® FFIC E C 0 PY RE: 15126TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brother's Project Name: . Model: The Cumberland - Caribbean pa,FL 33610-4115 Lot/Block: 159 Subdivision: Atlantic Beach Address: ., . City: . State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 60.0 psf This package includes 69 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 Date 1 T13207165 1 E1 2/12/18 118 1 T13207182 1 FT1 2/12/18 12 1 T13207166 1 E2 12/12/18 119 1 T1 3207183 1 HJ2 12/12/18 13 1 T1 3207167 1 E3 12/12/18 120 1 T1 32071 84 1 T1 12/12/18 14 1 T13207168 1 E6 12/12/18 121 1 T1 32071 85 1 T10 12/12/18 15 1 T13207169 1 F1 12/12/18 122 1 T1 32071 86 1 T11 12/12/18 16 1 T13207170 1 F2 12/12/18 123 1 T1 32071 87 1 T12 12/12/18 17 1 T13207171 1 F3 12/12/18 124 1 T13207188 I T13 12/12/18 18 1 T13207172 1 F4 12/12/18 125 1 T13207189 I T14 12/12/18 j 19 1 T13207173 1 F5 12/12/18 126 '1 T1 3207190 1 T15 12/12/18 1101 T13207174 1 F6 12/12/18 127 1 T1 3207191 1 T16 12/12/18 1 111 1 T1 3207175 1 F7 12/12/18 128 1 T13207192 1 717. 12/12/18 112 1 T13207176 1 F7A 12/12/18 129 1 T1 32071 93 1 T18 1.2/12/1-8 1 113 1 T132071771 F8 12/12/18 130 1 T1 32071 94 1 T2 12/12/18 1 114 1 T1 32071 78 1 F9 12/12/18 131 1 T13207195 1 T20 1-2/12/18 1 115 1 T13207179 1 FG 1 12/12/18 132 17.13207196 I T21 1.2/12/18 � 116 1 T13207180 1 FG3 12/12/18 133 1 T13207197 I T22 12/12/18 117 1 T13207181 1 FG4 12/12/18 134 .1 T13207198 I T23 The truss drawing(s)referenced above have been prepared by MiTek PSA USA,Inc. under my direct supervision based on the parameters %% 0 provided by Building Component-Supply. e`��`�.•�,�G E�NS�c•.92�'.,� ' Truss Design Engineer's Name: Albani, Thomas 3 0 •• 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 13STATE OF : 4V that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters 1.0,�••, shown(e.g.,loads,supports,dimensions,.shapes and design codes),which were �� '• O R 1 O,.• \ ��: given to MiTek. Any project specific information included is for MiTek's customers '�,SS'/• •••�� file reference purpose only,and was not taken into account in the preparation of 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' Thomas A.Alhanl PE No.39380 should verify applicability of design parameters and properly incorporate these designs M7ek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 Albani,Thomas l of 2 Lou Pontigo & Associates, Inc. Consulting Structural Engineers ANO EXCEPTION TAKEN 11 MAKE CORRECTIONS NOTED ((❑``�REJECTED - SEE REMARKS ❑ REVISE & RESUBMIT Review is for the limited purpose of checking for conformance with tine design concept and the information expressed in the contract documents. No approval is implied for the accuracy or completeness of details, quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety Precautions, all of which are the sole-responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not Include a review of the entire assembly of which the item is a coriponent. Rsview of re-submission will cover only designated changes on the submittal and other changes clearly identified by the Contractor. By Dote: OFFICE COPY RE: 15126TO - Site Information: Customer Info: Toll Brother's Project Name: . Model: The Cumberland - Caribbean Lot/Block: 159 Subdivision: Atlantic Beach Address: ., . City: . State: FL No. I Seal# JTruss Name I Date 35 IT13207199IT24 2/12/18- 136 /12/18136 I T13207200 I T3 12/12/18 137 1 T13207201 I T4 2/12/18 138 I T13207202 I T5 12/12/18 139 I T13207203 I T6 12/12/18 1 140 I T13207204 I T7 12/12/18 41 I T13207205 I T8 12/12/18 142 I T13207206 I T9 12/12/18 143 1 T13207207 1 VT1 12/12/18 144 1 T13207208 1 VT10 12/12/18 145 1 T13207209 1 VT11 12/12/18 146 1 T13207210 1 VT12 12/12/18 147 I T13207211 I VT13 12/12/18 148 1 T13207212 1 VT14 12/12/18 149 1 T13207213 1 VT15 12/12/18 150 1 T13207214 1 VT16 12/12/18 151 1 T1 3207215 1 VT17 12/12/18 152 I T1 320721 6 1 VT18 12/12/18 153 ;T13207217 1 VT19 12/12/18 154 I T1 320721 8 1 VT2 12/12/18 155 I T13207219 1 VT20 12/12/18 156 1 T13207220 1 VT21 12/12/18 157 1 T13207221 I VT22 12/12/18 158 I T13207222 1 VT23 12/12/18 159 1 T13207223 1 VT24 12/12/18 60 1 T13207224 1 VT25 12/12/18 61 1 T13207225 1 VT26 12/12/18 12 I T13207226 1 VT27 12/12/18 163 1 T13207227 1 VT3 12/12/18 164 1 T13207228 1 VT4 12/12/18 165 1 T13207229 1 VT5 12/12/18 166 J T13207230 1 VT6 12/12/18 167 1 T13207231 I VT7 12/12/18 68 1 T13207232 1 VT8 12/12/18 169 I T13207233 1 VT9 12/12/18 2of2 Job Truss Truss Type . . Qty Ply 713207165 15126TO E1 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:39 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-rMwOoZ1 W02mpTxKdeGg3C7fYINeoOiEo_czKpozlvgc 1-10-15 1-10-15 Scale=1:11.6 2 7.00 12 a m 1 a m 1Ll 3x5 II 3 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,[1:0-0-1,0-4-1),[1:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-MP Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=48/Mechanical,3=28/Mechanical,1=76/0-3-8 Max Horz 1=33(LC 12) Max Uplift 2=-23(LC 12),3=-2(LC 12) Max Grav 2=50(LC 17),3=35(LC 3),1=76(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Refer oetween the gi der(s)forottom tru s toord tru trussd any other connections. ,,,,,il S A`I'# 4) Ref4 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. `ov OMP Ade No 39380 CC 11 0 0 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only wllh 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• 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,seeANSI/TPI I 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 33610 Job Truss Truss Type •1 �- Qty Ply T13207166 15126TO E2 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:40 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-JYUO?u289Lug55vpBzLlkKCgSnyy79UyDGitLEzivgb 4-0-0 4-0-0 Scale=1:17.7 2 7.00 12 T N 4) N 1 3 3x5 11 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-3-8 Max Horz 1=69(LC 12) Max Uplift 2=-49(LC 12) Max Grav 2=107(LC 17),3=74(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=71 ft;eave=8ft Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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 4)Refer between r ogi der(s)forottom chord tru s to truss nd any other connections. A.e`,,,,1SI A►!/ 1 11 1 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2. `%�O\�•P. ; N'37 ,y �i No 39380 * r its fill it0% r Thomas A.Albani PE No.39380 Mfrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE 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 brcrAW M!Tek• 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 busses and truss systems,seeANSWI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply T13207167 15126TO E3 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:40 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQ P-JYUO?u289Lug55vpBzLl kKCj?n_079UyDGitLEzlvgb 2.0-0 2r1i1 2-0-0 0-1-1 Scale:1"=I' 2 7.00 12 1 ci IT 0 3 3x5 II 2-0-0 2r1 1 2-0-0 0-131 Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n1a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=50/Mechanical,3=28/Mechanical,1=79/0-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-24(LC 12),3=-1(LC 12) Max Grav 2=52(LC 17),3=37(LC 3),1=79(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-seco6d gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extehor(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit tween the ttom eRefer oegirder(s)forotru s to truss connections. %,% other members. O lS 11A1 I1>1 1� % 4)R 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. %% 0 q�e No 39380 O :=�v% .��,,,� • • o R ,, !isS�pNALE��`% Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 Wilding 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/� 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,seeANSI/TPI I Quality Criteria,DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Atexandrla.VA 22314. Tampa,FL 33610 Job Trus Truss Type Oty Ply 713207168 15126TO E6 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:41 2018 Page 1 ID:PGQmCm4FCJagcgYayMCaRHy7fQP-ok2mDE3mwft XjFU?IhsXHYknPBEZsck5SwSQugzlvga 6-0-0 6-0-0 Scale=1:23.7 2 7.00 F12 W m aD � C6 1 3x5 11 3- 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 3-6 >523 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-3-8 Max Horz 1=105(LC 12) Max Uplift 2=74(LC 12) Max Grav 2=163(LC 17),3=112(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit tween the ttom d any other 4)Refer oegirder(s)forotru s toord tru truss onnectionsmembers. ,`,, S 1 A-ill, Ad// 4 1-0 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2. `off OMP e ,i�� No 39380lo 'O N A XV- �s ,� 111111 It Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 properly incorporate this design Into the overall WIding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing M!Tek* 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,seeANSI/TPI l 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. Tempa,FL 33610 Job russ runs ype ' Qty Y T13207169 15126TO F1 GABLE 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:27:27 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-cUREsrzOxD_nMbg6LEIPvvsulOwERkKW GMzOCgzlsxu Scale=1:24.5 3x4 II 13X6 2 3 4 5 6 7 6 9 10 11 12 � v 24 23 22 21 20 19 18 17 16 15 14 13 3x4 11 3x4= 3x4 II 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 1 _ 12-2-12 13-6-12 14-10-4 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-8 Plate Offsets(X Y)— [23:0-1-8 Edgel f24:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a IVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-10-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard P's A. q4e e1,�`rO' \G°E°NS° No 39380 yF r r . � I 1 1�ssi�N ALEe`�� e>fain+1 Thomas A.Albanf PE No.39380 Mink USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-7473 rev.10/032015 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 appilcobility,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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabilcaflom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2181q.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Fuss ype ' ' y T13207n0 15126TO F2 Floor I Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:28:312018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-kolQHkIYSt2i1 RZQ5huQVPVk_BaXRZAx_JTnSSzlswU 1-3-0 1-7-2 Scale:1/2°=1' 1.5x3 11 1.5x3 11 4x6= 14x6= 2 3 4 5 6 7 8 0 a 16 15 14 13 12 it 10 9 4x6= 4x6= 1-6-0 4-0-0 10-10.2 13-4-2 14-10-2 1-6-0 2-6-0 6-10-2 2-6-0 1-6-0 Plate Offsets(XY)-- [1:Edge 0-1-81 [12:0-1-8 Edged [13:0-1-8 Edged [16:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.12 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.18 13-14 >985 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:78 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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) 16=876/Mechanical,9=876/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16—865/0,8-9=-865/0,1-2=-866/0,2-3=-2044/0,3-4=-2618/0,4-5=-2618/0,5-6=-2618/0,6-7=-2044/0, 7-8=-866/0 BOT CHORD 14-15=0/1610,13-14=0/2421,12-13=0/2618,11-12=0/2421,10-11=0/1610 WEBS 8-10=0/1153,1-15=0/1153,7-10=-1036/0,2-15=-1036/0,7-11=0/603,2-14=0/603,6-11=-525/0,3-14=-525/0, 6-12=-5/493,3-13=-5/493 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. {{1111►� LOADCASE(S) Standard O%``e\�\P`S svE•N S• 8,92��, No 39380 * s Off.• �,' e • O R 1 O e • N,,`�� ,N rllln{ Thomas A.Alban[PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/033015 BEFORE USE. Design valid for use only with Mldek®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 applicabfllty 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 brazing 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,seeANSI/iPl1 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 33610 Job russ I russ I ype 0 ` Qty y I 713207171 15126TO F3 Floor Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oc126 2017 MiTek Industries,Inc. Mon Feb 12 14:28:46 2018 Page 1 1 D:PGQmCm4FCJa9cgYayMCaRHy7fQP-ogi5RsxyKUxZLkDiTKfxcadGPEhASKP9Q8c4T4zIswF 1-3-0 1-7-0 -i Scale:1/2°=1' MSH422 1.5x3 11 1.5x3 11 4x6= 14x6= 2 17 3 4 5 6 7 6 0 v 16 15 14 t3 12 11 10 9 4x6= 46= 1-6-0 4-0-0 10-10-013-4-0 14-10-0 1-6-0 2-6-0 6-10-0 2-6-0 1-6-0 Plate Offsets(XY)— [1-Edge 0-1-81 [12-0-1-8 Edgel [13:0-1-8 Edgel [16-Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.12 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.19 13-14 >935 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017)rP12014 Matrix-S Weight:78 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(fiat) 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 i0-0-0 oc bracing. REACTIONS. (Ib/size) 16=915/Mechanical,9=887/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-905/0,8-9=-877/0,1-2=-914/0,2-17=-2141/0,3-17=-2141/0,3-4=-2688/0,4-5=-2688/0,5-6=-2688/0, 6-7=-2080/0,7-8=-879/0 BOT CHORD 14-15=0/1704,13-14=012521,12-13=0/2688,11-12=0/2470,10-11=0/1635 WEBS 8-10=0/1171,1-15=0/1217,7-10=-1052/0,2-15=-1098/0,7-11=0/618,2-14=0/609,6-11=-544/0,3-14=-528/0, 6-12=0/520,3-13=-46/397 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. 111111 5)Use USP MSH422(With 10d nails into Girder&1O nails into Truss)or equivalent at 3-6-0 from the left end to connect truss(es)F4 ,,,`�e1 S A l�� (1 ply 2x4 SP)to back face of top chord. v� OMP'• Ade 6)Fill all nail holes where hanger is in contact with lumber. ee♦ G•E•� '9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : \,� `SFS'.?/ 00 LOADCASE(S) Standard NO 39380 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 7k Uniform Loads(plf) — 7t Vert:9-16=-20,1-8=-100 �p; Concentrated Loads(Ib) Vert:17=-52(B) ltilifill Thomas A.Albani PE No.39380 MITek USA,Inc.PL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 MiTek` Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication•storage•delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type r Qty Ply 713207172 15126TO F4 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:44 2018 Pagel ID:PGQmCm4FCJa9cgYay4(:C E Hy7fQP-CJjvrG5fCaP6aiDaQpPEvAMGBOMF3zlYBug5V?zlvgX 0-3-0 1-3-0 1 4x6= 6 2 Scale=1:8.2 0 I 4x6= 5 4 3x4 11 3x4 11 2,1_20 -60 2-0-0 0-6-0 1-6-0 Plate Offsets(X Y)-- [1:Edge 0-1-81 [5:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:14 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins, 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) 5=142/Mechanical,3=175/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2)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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-5=-20,1-2=-1 00 Concentrated Loads(lb) Vert:6=-107 °°`AMPS A. q4 e • �% • •E• No 39380 - o r • �r Z s, nO N M-e� 1an t�� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.10/03/2016 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' Is always required for stability and to prevent collapse with possMe personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-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 33610 Job russ Truss Type Qty Ply 713207173 15126TO F5 Floor 1 i Job Reference(optional) Building Component Supply,Jacksonville,F132256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:29:05 2018 Page 1 I D:PGOmCm4FCJa9cgYayMCaRHy7fQP-kKMHQM9tsKKt6fAy4gVOtawXoVGOP3oyocjad Uzlsvy 0-11-4 0 6-0 3x4= 1-3-0 3x6 II 0-4-0 , 1 3x4 II 2 1.5x3 II 3 4 Scale=1:9.4 0 v o 1.5x3 II 3x4= 1.5x3= 8 7 6 5 3x4 I I 3-3-12 3-1 12 3-3-12 0-4-0 Plate Offsets(X,Y)-- (1:Edge,0-1-81,13:0-1-8,Edgel,16:0-1-8,Edgel,f8:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.05 6-7 >759 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.07 6-7 >504 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.06 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-12 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=188/Mechanical,4=188/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard %��,,`NS`A,rA,�� %% 0 4 No 39380 * :441 Z ��Fs .,OR�, G. : ONAX- Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.Tds design Is based ody 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/of chord members only.Additional temporary and permanent braying 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,seeANSI/TPI l 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 22374. Tempa,FL 33610 Job Truss Truss Type ; Qty PIY 713207174 15126TO F6 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:45 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-gVHH2c6HzuXzBson_XXTROVTOOYioLGhMYQel RzlvgW 0-4-0 1-3-0 _� 1-9-6 Scale=1:19.2 4x6 11 3x6= 3x6= 1 2 3 4 16 5 6 o q 15 14 13 12 11 10 1.5x3= 1.5x3 11 1.5x3 11 0-4.0 3-1-0 5-8-8 5 11- 1 7-7-6 8-1-0 10-1-6 11-7-6 0-4-0 2-9-0 2-7-8 3- 1-7-11 0-5-10 2-0-6 1.6-0 Plate Offsets(XY)-- 11-0-3-0 Edge] [3:0-1-8 Edge] [4.0-1-8 Edge] (14.0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.45 Vert(LL) -0.05 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.07 12-13 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:63 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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. All bearings 3-9-14 except Qt=length)1=0-3-8,9=0-3-8. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)except 7=-101(LC 8) Max Grav All reactions 250 lb or less at joint(s)7 except 1=527(LC 1),8=598(LC 8),9=271(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-564/0,2-3=-786/0,3-4=-932/0,4-5=-602/0 BOT CHORD 13-14=0/563,12-13=0/932,11-12=0/932,10-11=0/932,9-10=0/452,8-9=0/452 WEBS 2-14=-452/0,1-14=0/733,6-8=-332/58,2-13=0/304,5-8=-632/0,5-10=-1/299, 4-10=-564/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 7. 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. , tt t Strongbacks to be attached to walls at their outer ends or restrained by other means. ,e� PS A. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. %% ��`• 6)CAUTION,Do not erect truss backwards. `ems �*� G•E•N 3 .92��i No 39380 • SOT• .< p � P,:•_�.; ��i,�ss •..R..�•�C?� At- % rt t ut�� Thomas A.Albani PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 12,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEKREFERANCE PAGE M11--7473 rev.10/0312015 BEFORE USE. � Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and 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• 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,seeANSI/TPI l 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 33610 Job Truss Truss Type , Qty Ply 713207175 15126TO F7 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:46 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-8irfGy7vkBfgpoMzYESi_bReTCyHXpygbC9BZuzivgV 0-1-8 H , 1-3-0 1-1-0 Scale=1:14.9 1.5x3 11 3x6= 1 2 3 4 5 12 77 1.5 — o g I 10 9 8 7 1.5x3 II 1-6-0 6-7-0 8-1-0 1-6-0 5-1-0 1-6-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],(8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 6 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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) 11=464/0-3-8,6=470/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-452/015-6=-463/011-2=-399/0,2-3=-746/0,3-4=-746/0,4-5=-405/0 BOT CHORD 9-10=0/746,8-9=0/746,7-8=0/724 WEBS 5-7=0/540,1-10=0/511,4-7=-443/0,2-10=-472/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 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)CAUTION,Do not erect truss backwards. VtIll I fill J# ONS A. >% O .• ' S-' No 39380 11111111111110" � N A�,E%% Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE 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 aprAcabllity,of design parameters and properly Incorporate this design into the overall r�A building design. Bracing indY�ated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and inrss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type . , Qty Ply 713207176 15126TO F7A Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:46 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-8irfGy7vkBfgpOMzYESi_bRjaC 11XtegbC9BZuzlvgV 1.54 II 1 3x4= 2 3 1.5x3 11 4 1.5x3 11 Scale=1:9.4 I 0 l v I 8 7 6 5 1.54 11 3x4= 1.5x3 11 1.54 11 3-0-13 3-0-13 Plate Offsets(X Y)-- [7:0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n1a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n1a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 5 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:18 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 20 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 3-0-13. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. ,`��r,t��trr��s�1i ..,o ONS OPS A '0°4# No No 39380 e =-0 ?� F °°° O N A� Thomas A.Alban[PE No.39380 MfTek USA,Inc.FL Cert 6534 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with Mllek®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 n 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 buss systems,seeANSWI l 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 33610 Job Truss Truss Type Qty Ply T13207177 15126TO FB Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:47 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-cuP2TIBXVVngRAx96yzxW p_pNcFaGEI_gsvl5KzlvgU 1-3-0 0-11-6� Scale=1:19.0 3x6= 1 3x6— 2 3 4 5 6 0 I y 14 13 12 11 10 9 8 1.5x3 II 1.5x3 II 1-6-0 4-0-0 7-8-6 10-2-6 11-8-6 1-6-0 2-6-0 3-8-6 2-6-0 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[8:0-1-8,Edge],[13:0-1-8,Edge],[14:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.07 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:64 lb FT=20%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, 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) 14=687/Mechanical,7=687/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-678/0,6-7=-678/0,1-2=654/0,2-3=-1435/0,3-4=1632/0,4-5=-1435/0,5-6=-654/0 BOT CHORD 12-13=0/1202,11-12=0/1632,10-11=0/1632,9-10=0/1632,8-9=0/1202 WEBS 6-8=0/87011-13=0/8701 5-8=-763/0,2-13=-763/0,5-9=0/344,2-12=0/344,4-9=-346/0,3-12=-346/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 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. 1+111111111//1 ®,,e11op,S A. 441& S• iii No 39380 Off. < •< o R`o P• 441-Z v_�Fss/O N ALE Ieerlll►►+ Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 10I7-7473 rev.10/0312015 BEFORE USE. ' Design valid for use only with MilekO 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` 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,seeANSI/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 33610 Job Truss Truss Type , Qty Ply T13207178 15126TO F9 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:47 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-cuP2T18XVVngRAx96yzxW p_uDcNyGKf_gsvl5KzlvgU 0148 Scale=1:19.3 3x4= 1 3x6= 2 3 4 5 6 7 8 9 10 I I 21 0 ZF— v 20 19 18 17 16 15 14 13 12 11 3x4 11 3x4= 3x4= 3x4= 11-8-6 11-8-6 Plate Offsets(X Y)-- [10:0-1-8 Edge],[12:0-1-8,Edge],[19:0-1-8,Edge],[20:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:59 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:19-20,11-12. REACTIONS. All bearings 11-8-6. (lb)- Max Grav All reactions 250 Ib or less at]oint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 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) 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. e�`� MPS A. A . ee '� •• �G E N ••2 No 39380 • 'SOT' C? e i�'�SSIO N A%- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parise East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 verity 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 orgy.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 miss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safety Information available from Trim Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 obTruss I russ I ype Qty ply 713207179 1512670 FG1 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:29:42 2018 Page 1 I D:PGOmCm4FCJa9cgYayMCaRHy7fQP-gS5GBOc48i?d3LV315g3tNyu7pokabOOJsA2RgzlsvN 2-8-7 5-3-2 7-9-14 10-4-913-1-0 2-8-7 2-6-11 2-6-11 2-6-11 2-8.7 Scale=1:21.8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2x4 11 4x5= 2x4 11 4x10= 2x4 11 1 4x10= 2 3 4 5 6 Li Li o — JUS24 JUS24 JUS24 THD26 13 11 14 10 15 9 45= 16 8 17 12 Special 5x12 Special 2x4 II JUS24 2x4 11 Special 7 3x4 II Special Special THD26 4x5= Special 2-B-7 5-3-2 7-9-14 10-4-9 13-1-0 2-8-7 2-6-11 2-6-11 2-6-11 2-8-7 Plate Offsets(X Y)-- f 11:0-5-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.15 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.16 9-10 >953 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-MS Wind(LL) -0.06 9 >999 240 Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 12=683/0-5-8,7=450/0-3-8 Max Uplift 12=-883(LC 8),7=-1242(LC 8) Max Grav 12=1548(LC 2),7=1391(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1286/730,1-2=-3272/1925,2-3=-3272/1925,3-4=-4850/3194,4-5=-4850/3194 BOT CHORD 11-14=-3194/4850,10-14=-3194/4850,10-15=3194/4850,9-15=-3194/4850, 9-16=-2535/3011,B-16=-2535/3011,8-17=-253513011,7-17=-2535/3011 WEBS 1-11=-1914/3244,2-11=-291/62,3-11=-1685/1355,3-10=-632/545,4-9=-282/58, 5-9=-704/1963,5-8=-923/35115-7=-3011/2519 NOTES- 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,,,1111111 ,Webs connected as follows:2x4-1 row at 0-9-0 oc. �, S A 'II,/// 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 %�� MP` Ade ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. e% >'O....."GE•�1 3)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. : '` .• �,� `S�` '.2/ �.0 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 : N O 39380 4)Provide adequate drainage to prevent water ponding. 4 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7ft 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. -p; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 883 Ib uplift at joint 12 and 1242 Ib uplift jV at joint 7. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the T•° Q.'\ �� left end to 8-0-12 to connect truss(es)T8(1 ply 2x4 SP)to front face of bottom chord. 01 R �•'•` �� 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 10-0-12 from ��i SS • •' ` �, the left end to 12-0-12 to connect truss(es)T7(1 ply 2x4 SP),T6(1 ply 2x4 SP)to front face of bottom chord. //I /0 N A; 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)677 Ib down at 1-9-4,677 lb Thomas A.Albani PE No.39380 down at 3-9-4,677 Ib down at 5-9-4,677 Ib down at 7-9-4,and 677 Ib down at 9-9-4,and 677 Ib down at 11-9-4 on bottom chord. Mffek USA,Inc.FL Cert 6634 The design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MITek6 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 bull design. Bracing91I1�p buckling Bracing indicated is to prevent of Individual truss web and/or chord members only.Additional temporary and permanent bracing i 1L 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,seeANSi/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trim Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ russ ype ty y T13207179 15126TO FG1 FLAT GIRDER 1 2 Job Reference(010tionall Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 M—Industries,Inc. Mon Feb 12 14:29:42 2018 Page 2 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-9S5GBOc48i?d3LV315g3tNyu7pokab00JsA2RgzisvN LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=-100,7-12=-10 Concentrated Loads(lb) Vert:9=-15(F=204,B=-219)13=-15(F=204,B=-219)14=-15(F=204,B=-219)15=-1 5(F=204,B=-219)16=177(F=396,B=-219)17=156(F=374,B=-219) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekG connectors.This design Is based only upon parameters shown,and Is for an Individual bolding 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 miss web and/or chord members only.Additional temporary and permanent braying 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,seeANSI1TPl1 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 33610 oTruss russ ype tY Y 713207180 1512670 FG3 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:30:16 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-9_86KeOP88Ho8Z5bkEH2FYMb5W OSYyxP79Prdszlsur 2-10-2 5-4-13 7-11-7 10.6-1 13-0-11 15-7-6 18-5-8 2-10-2 2-6-10 2-6-10 2-6-10 2-6-10 2-6-10 2-10-2 Scale=1:30.9 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2x4 11 4x10= 2x4 II 4x5= 6x6= 5x12= 3x4 11 1 5x12= 2 3 4 5 6 7 B 11 11 Li Li 17 i5 18 14 19 13 20 12 21 11 22 10 23 24 16 10x14= 7x6= 2x4 II 4x10= 9 4x5 11 NAILED NAILED 10x12= NAILED NAILED 3x6 II 4x10= THD46 THD46 NAILED NAILED THD46 THD46 JUS24 JUS24 JUS24 THD46 THD46 Special Special 2-10-2 5-4-13 7-11-7 10-6-1 13-0-11 15-7-6 18-5-8 2-10-2 2-6-10 2-6-10 2-6-10 2-6-10 2-6-10 2-10-2 Plate Offsets(X,Y)-- [10:0-4-0,0-1-81,f11:0-2-8,0-2-01,fl3:0-3-0,0-4-41,[14:0-6-0,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.40 12-13 >551 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.64 12-13 >340 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-MS Wind(LL) 0.13 12 >999 240 Weight:296 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 6-8:2x4 SP No.2 end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 1-15,3-15,3-13,5-11,7-11,7-9:2x4 SP No.2 REACTIONS. (Ib/size) 16=2356/0-5-8,9=3371/0-5-8 Max Horz 16=-27(LC 4) Max Uplift 16=529(LC 8),9—990(LC 8) Max Grav 16=3964(LC 2),9=4806(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-3301/454,1-2=-9200/1244,2-3=-9200/1244,3-4=-19257/2815,4-5=-19257/2815, 5-6=-1 6665/2739,6-7=-16665/2739,7-8=-632/133 BOT CHORD 16-17=99/618,15-17=-99/618,15-18=-2186/16049,14-18=-2186/16049, 14-19=2186/16049,13-19=-2186/16049,13-20=-2793/19257,12-20=-2793/19257, 12-21=-2793/19257,11-21=2793/19257,11-22=1975/11130,10-22=-1975/11130, 10-23=-1975/11130,23-24=-1975/11130,9-24=-1975/11130 WEBS 1-15=-1221/9107,3-15=-7315/1029,3-14=-80/1286,3-13=-649/3427,4-13=-282/67, 5-12=-154/1057,5-11=-3120/495,7-11=-793/5912,7-10=-346/1494,7-9=-11140/1978 ONS A. A .� o4e NOTES- oo iJ•E•N 1)3-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. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. No 39380 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)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=40ft;L=71ft eave=8ft;Cat. (V II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0 . Wo ((� 4)Provide adequate drainage to prevent water ponding. o0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. ,s��s' R X •`I:b 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 widewill]fit between the 7 Provide mechanical connection by others)of truss ottom chord and any other too bearing late capable of withstanding 529 lb uplift at joint 16 and 990 lb uplift at °°°°,�i r A►��`' ( Y ) 9P P 9 P 1 P joint 9. Thomas A.Albani PE No.39380 8)Use USP JUS24(With 1 Od nails into Girder&1 Od nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 13-10-4 from the MITA USA,Inc.FL Cert 6634 left end to 17-10-4 to connect truss(es)T12(1 ply 2x4 SP)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 9)Use USP THD46(With 16d nails into Girder&1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-1-12 from the Date; left end to 12-1-12 to connect truss(es)F2(1 ply 2x4 SP)to back face of bottom chord. February 12,2018 10) Fill all nail holes where hanger is in contact with lumber. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE 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 verity 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• 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,seeANSI/TPI I 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 33610 YT- Job rUSS russ ype ' y T13207180 15126T0 FG3 FLAT GIRDER 1 3 Job Reference 0 tional Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:30:16 2018 Page 2 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-9_86Ke0P88Ho8Z5bkEH2FYMb5W OSYyxP79Prdszlsur NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)866 Ib down at 14-1-12,and 877 Ib down at 16-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-100,9-16=-10 Concentrated Loads(lb) Vert:13=-276(F=6,B=-282)10—499(F)17=-276(F=6,B=-282)18=-276(F=6,B=-282)19=-276(F=6,B=-282)20=-276(F=6,B=-282)21=-276(F=6,B=-282) 22=-781(F=499,13 282)23=289(B)24=-502(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312015 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 verity 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• 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,seeANSI/TPI l 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 33610 Job Truss Truss Typer + Qty Ply 713207181 15126TO FG4 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:51 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-VffYJfB2ZkH6wnFwLnl thf9SgDYACBCZI UtyE5zlvgQ 3-10-8 3-10-8 1 3x4— 22x4 11 Scale=1:14.5 5 6 7 8 9 3 NAILED JUS24 NAILED 4 3x4= 2x4 II 3-10-8 3-10-8 Plate Offsets(X Y)-- f3:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TOLL .20.0 Plate Grip DOL 1.00 TO 0.58 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.08 3-4 >524 180 BOLL 0.0 Rep Stress incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:45 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 cc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 4=762/Mechanical,3=761/Mechanical Max Uplift 4=-1 35(LC 8),3=-135(LC 8) Max Grav 4=801(LO 2),3=801(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-354/68,2-3=-353/68 NOTES- 1)2-ply truss to be connected together with 10d(0.131"&')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc. Bottom chords connected as follows:2x4-1 row at 0-5-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �� PS A A� 4) Provide adequate drainage to prevent water ponding. �% e 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �+r�•' G•E•IV s+••.'92�i 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 V F ••. �� will fit between the bottom chord and any other members. NO 39380 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 4 and 135 Ib uplift at joint 3. 9)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended CC use of this truss. F Ill 10)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent at 1-11-4 from the left end to connect truss(es)to •. ��[/ front face of bottom chord. �s�'� •( Q P:• �� 11) Fill all nail holes where hanger is in contact with lumber. •.0 R 1.!,,C'?`�� 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. I,1110N A;y`,,,��, LOAD CASE(S) Standard 'In I 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Alban[PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-5=-144,5-6=-245,2-6=-144,3-4=-20 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10/032015 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• 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,seeANSI/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 33610 Job Truss Truss Type . i Qty Ply 713207181 15126TO FG4 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:51 2018 Page 2 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-VffYJfB2ZkH6wnFwLn1 thf9SgDYAC8CZIUtyE5zlvgQ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=1 7=-51(B)8=-644(F)9=-51(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-123,5-6=-212,2-6=-123,3-4=-20 Concentrated Loads(lb) Vert:1=-1 7=-153(B)8=615(F)9=-153(B) 12)Dead+Uninhabitable Attic Storage:Lumber Increase--0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-5=-62,5-6=-1 12,2-6=-62,3-4=-20 Concentrated Loads(lb) Vert:1=-1 7=-187(8)8=-385(F)9=-187(8) ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. � Design valld 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• 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Wte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r i Qty Ply 713207182 15126TO FT1 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:52 2018 Page 1 1 D:PGOmCm4FCJa9cgYayMCaRHy7fQP-zsCxW?CgK1 PzXxg7uVZ6Dshi?d3Qxafjz8cW nxzlvgP 3-9-14 3-9-14 1 3x4= 2 7x6 11 Scale=1:14.5 0 6 v N 46= 0 6 4 3 3x4= 2x4 II 3-9-14 3-9-14 Plate Offsets(X,Y)-- [2:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.00 3 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 6 n1a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 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. OTHERS 2x6 SP No.2 REACTIONS. (Ib/size) 4=205/Mechanical,6=163/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Bearing at joint(s)6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. A.t 41 ,i S• •� �i No 39380 %moo; O R,OQ e % Thomas A.Alban!PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mu-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 verity the applicability of design parameters and properly incorporate this design Into the overall r� 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 regardng the rabricotion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 I Job Truss Truss Type 9 ` Qty Ply 713207183 15126TO HJ2 Diagonal Hip Girder 2 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 1 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:52 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-zsCxW.9CgK1 PzXxg7uVZ6DsheNd?mxbSjz8cWnXzlvgP 2-9-9 5-7-2 2-9-9 2-9-9 Scale=1:18.3 2 4.95 F12 NAILED 5 i 1 6 3 NAILED NAILED 4 3x5 II 5-7-2 5-7-2 Plate Offsets(X Y)-- [1:0-0-12,0-1-121,14:0-2-3,0-0-81,[4:0-0-0,0-1-121 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 3-4 >721 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.03 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=224/0-4-3,2=150/Mechanical,3=74/Mechanical Max Horz 4=67(LC 8) Max Uplift 4=-20(LC 8),2=-62(LC 8) Max Grav 4=224(LC 1),2=150(LC 1),3=103(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=711t;eave=8ft Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 alive 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 20 Ib uplift at joint 4 and 62 Ib uplift at `,0��1 ►I/��,' joint 2. ,A 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. % Q\��P,S•••• q�e N11 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦♦o♦��` ��G E N s'�•,��j/X40 ` ♦ i LOADCASE(S) Standard NO 39380 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) :'O Vert:6=-17(F=-9,B=-8) o ' ft p•. <v % f�N A t, 11 ItO Thomas A.Alban!PE No.39380 Mfrek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 applicabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing lndlcated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe W 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.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee sireeL Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job Truss Truss Type f Qty Ply 713207184 15126TO T1 HALF HIP SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:54 2018 Page 1 I D:PGOmCm4FCJa9cgYayMCaRHy7fQP-vEKhxhDwsffhnE_VOwbal Hn_gQd8PQIORS6crQzlvgN 19-7-8 36-9-8 37,•3-0 19-7-8 17-2.0 01518 3x6= Scale=1:67.0 6x6= 410= 15 16 1718 19 20 fi021 22 23 24 25 26 27 28 29 6.00 F12 141-5 13 12 591 10 9 45 i 8 V v 6X6 7 6 5 4 3 2 _ 1 I'lI'l58 m m Ico 6 6 3x5,.,:- 57 56 55 54 53 52 4x5= 6x8= 51 50 49 48 47 46 45 44 4342 41 40 39 38 37 36 35 34 33 32 31 30 6x6= 3x6= 0- 0 10-0-0 37-3-0 0- -0 9-9-0 27-3-0 Plate Offsets(X Y)-- [16:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.28 55-56 >410 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.29 55-56 >397 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:414 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 28-31,27-32,26-33,25-34,24-35,23-36, OTHERS 2x4 SP No.3*Except* 22-37,21-38,20-39,19-40,18-41,17-43, 30-58:2x6 SP No.2 15-44,14-45,13-46,29-30 REACTIONS. . All bearings 27-3-0 except Qt=length)1=0-3-8. (lb)- Max Horz 51=304(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)31,32,33,34,35,36,37,38,39,40,41,43,44,45,46,47, 48,49,50,30,1 except 51=-142(LC 12) Max Grav All reactions 250 Ib or less at joints)31,32,33,34,35,36,37,38,39,40,41,43,44,45,46, 47,48,49,50,30 except 51=361(LC 1),51=361(LC 1),1=391(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-351/0,2-3=-319/0,3-4=-284/0,4-5=-288/0,7-8=-268/31,8-9=-349/96, 9-10=302/75,10-11=-266/64 BOT CHORD 1-57=-5/286,56-57=-5/286,55-56=-5/286,54-55=-5/286,53-54=-5/287,52-53=-5/287, 51-52=-5/287 WEBS 8-51=-254/176,7-52=-539/457,7-51=-836/940 `e,11111111111� .o ONS A. 4'�.,� NOTES- ,0v A e O 1)Unbalanced roof live loads have been considered for this design. ,�� .•'�G•E•N S+'•.'92 i� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft eave=2ft;Cat. •• F ••• v II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-4-12 to 7-3-12,Exterior(2)7-3-12 to 20-3-8,Comer(3)20-3-8 No 39380 to 27-3-12 zone;cantilever left exposed;porch left exposed;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)Provide adequate drainage to prevent water ponding. <C/ 5)All plates are 2x4 MT20 unless otherwise indicated. O•'. :��(/ 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. <j •••• �? 8)'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 �I sls�• •�` �� will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)31,32,33,34,35, 111111111t 0�� 36,37,38,39,40,41,43,44,45,46,47,48,49,50,30,1 except Qt=lb)51=142. Thomas A.Albani PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II--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 appllcability 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• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabfication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type i Qty Ply 713207185 15126TO T10 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:55 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-NRu391 EYdynYOOYiad6prVJGhg6Q8xw9g6rANszlvgM 1-9a1- -6 15-0-9 is -716-10-0 1.9.7 0--14 13-1-3 0--14 1-7-9 6.00 F12 1 Scale=1:42.5 12 11 10 3x6 i 9 8 7 6 26 5 4 3 2 ni 61 617:A 1 3x4 i 25 24 23 2221 20 19 18 17 16 15 14 3x6= 16-10-0 16-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 14 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:123 lb 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 WEBS 1 Row at midpt 13-14 REACTIONS. All bearings 16-10-0. (lb)- Max Horz 1=238(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)14,15,16,17,18,19,20,22,23,24,25 Max Grav All reactions 250 Ib or less at joint(s)14,1,15,16,17,18,19,20,22,23,24,25 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-454/137,2-3=-395/105,3-4=-371/101,4-5=-337/89,5-6=-305/78,6-8=-273/66 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=2ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-10-15 to 8-0-8,Exterior(2)8-0-8 to 16-8-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 3)All plates are 20 MT20 unless otherwise indicated. %%J111111111111,E 4)Gable requires continuous bottom chord bearing. Sown S A. 1'f�� 5)Gable studs spaced at 1-4-0 oc. ev% P A e i 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� (,•E•IV,3•• 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 •V� F�••�j will fit between the bottom chord and any other members. No 39380o 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,15,16,17,18, 19,20,22,23,24,25. r r � O � 0 N AI Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mtt--7473 rev.10/032015 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 incorporafe this design Into the overall t�/� building design. Bracing Indicated Is to prevent buckling of individual it=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,seeANSI/TPI I Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Tnra Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type F Qty Ply T13207186 15126TO T11 Monopitch 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:56 2018 Page 1 I D:PGQmCm4FCJagcgYayMCaRHy7fQP-rdSRMN FAOGvPOY7u7Ld2OisMvEN W tF6JumbjwJzlvgL 6-0-0 12-8-11 16-8-0 16-10-0 6-0-0 6-8-11 3-11-5 0- -0 2x4 11 Scale:1/4"=1' 4 1 6.00 F12 4x5 i 3 14 6x8 i 13 cc2 o w [� 0 i9d 6 1 8 7 65 3x4 i 6x6= 4x5= 4x5= 6-0-0 12-8-1116-8-0 16-10-0 6-0-0 6-8-11 3-11-5 0- -0 Plate Offsets(X,Y)— [6:0-2-0,0-2-01 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 0.43 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, 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, Except: 6-0-0 oc bracing:6-7. WEBS 1 Row at midpt 4-6 REACTIONS. (Ib/size) 1=456/0-5-8,7=852/0-5-8,6=4/Mechanical Max Horz 1=246(LC 12) Max Uplift 7=-1 02(LC 12),6=-65(LC 12) Max Grav 1=456(LC 1),7=852(LC 1),6=18(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-639/16 BOT CHORD 1-8=-235/552,7-8=-236/548 WEBS 2-8=0/274,2-7=-651/240,3-7=-472/149 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 7-4-6,Interior(1)7-4-6 to 16-6-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A, It 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 %N v�•P Ade ��j Will fit between the bottom chord and any other members. e� �� '•G•E•N S'•• '9 �i� 4) Refer to girder(s)for truss to truss connections. ♦♦� '� �•� F�••,L/ �� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) No 39380 7=102. r . 411 Thomas A.Alban[PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-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 info 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,seeANSI/TPI I 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,Atexandrta VA 22314. Tama,FL 33610 Job Truss Truss Type 7 Qty Ply 713207187 15126TO T12 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:20:57 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-KpOpai Fo9a2Geii4h28HwwPRBeaHcksS7PKHSIzIvgK 3-2-12 6-0-0 10-3-0 16-8-0 16-10-0 3-2-12 2-9-4 4-3-0 6-5-0 0- -0 2x4 II Scale:!/4°=1' 6.00 12 5 6x8 4 13 2x4 11 12 3 4x5 i 2 0 1 m Im o 8 14 15 7 g 6 3x4 i 2x4 11 7x10= 4x5= 3-0-0 3- -,12 6-0-0 16-8-0 16-10-0 3-0-0 0- 2 2-9-4 10-8-0 0- -0 Plate Offsets(X Y)-- [7:0-2-0,0-2-01 LOADING (pst) 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) 0.54 7-8 >295 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.62 7-8 >257 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:95 Ib FT=20% LUMBER- BRACING- f 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (Ib/size) 7=509/Mechanical,9=810/0-5-8 Max Horz 9=248(LC 12) Max Uplift 7=-263(LC 12),9=-229(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-256/282,2-3=-471/366,3-4=-463/428 BOT CHORD 7-8=-331/331 WEBS 2-9=-815/671,2-8=-534/671,4-8=-355/232,4-7=-402/389 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-7 to 7-3-0,Interior(1)7-3-0 to 16-6-4 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,`�11 will fit between the bottom chord and any other members,with BCDL=10.Opsf. ` w A P$ 4) Refer to girder(s)for truss to truss connections. ,�� Q io 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) ,�� .•• (,E N S'•••'92 00 7=263,9=229. No 39380 ® o v � F 0 R 10. • C?�� O N M, neee� Thomas A.Alban!PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based oNy 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• 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,seeANSUTPi l 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 33610 Job russ russ ype r ty y 7188 15126TO T13 Half Hip 5 1 Job Reference(optional) 71320 Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:31:12 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-W mXH4niXyLKssANMO?HAW MgA25XFfI_e?szobdzlstz 6-0-0 10-3-014-6-0 16-9-8 20-11-0 6-0-0 4-3-0 4-3-0 2-3-8 4-1-8 2x4 11 Scale=1:53.8 5 i4x5 i 6.00 12 4 4x5 i 3 6x6 16 15 0 2 6x8= 7x10= 7 4x5 1 0 t i4 4x6= v 1 N TO I o I 117 18 2 11 10 9 8 2x4 11 4x10= 7x10= 2x4 11 4x6= 6-0-0 14-6-0 16-9-8 20-11-0 6-0-0 8-6-0 2-3-8 4-1-8 Plate Offsets(X Y)-- [4:0-1-8,0-2-01,[6:0-3-4,0-3-81,[7:0-3-0,0-4-01,[8:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.33 10-11 >738 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.06 10 >999 240 Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except' TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except 6-7:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. 8-10:2x4 SP No.1 WEBS 1 Row at midpt 4-6 WEBS 2x4 SP No.3'Except* MiTek recommends that Stabilizers and required cross bracing 7-8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 12=912/0-5-8,14=1218/0-5-0 Max Horz 12=509(LC 12) Max Uplift 14=-120(LC 12) Max Grav 12=912(LC 1),14=1271(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1272/0,2-15=-1250/52,15-16=-1233/53,3-16=-1184/69,3-4=739/0,6-7=-333171, 8-13=-169/1073,7-13=-169/1073,1-12=-863/35 BOT CHORD 11-12=-616/461,11-17=-410/997,17-18=-410/997,10-18=-410/997,9-10=-361/2137, 8-9=-411/2184 WEBS 2-11=-331/230,3-11=-213/460,3-10=-441/230,4-10=-196/1929,4-6=-1969/360, ,{{{►111®�� 6-10=-1937/113,6-8=-2098/385,1-11=0/957,7-14=-1 377/279 PS A, 44 NOTES- ♦♦ G E N '9 1)Unbalanced roof live loads have been considered for this design. �♦ �'N `SFS'•?/ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40fh L=71ft;eave=8ft;Cat. NO 39380 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 7-3-6,Interior(1)7-3-6 to 20-3-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 * o 3)Provide adequate drainage to prevent water ponding. = * s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -p; 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 p (u will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0 .. 0 (V v 6)Bearing atjoint(s)14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify �sO Q:.•`�♦♦♦ capacity of bearing surface. i O R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 Ib uplift at joint 14. ss/O N AL�`a�♦♦ LOAD CASE(S) Standard ��t� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Alban[PE No.39380 Uniform Loads(pit) Mffek USA,Inc.FL Cert 6634 Vert:1-5=-60,6-7=-100,8-12=-20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(lb) Date: Vert:6=-3691=-1 February 12,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. ' Design valid for use only with MITek0 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 applicabflity 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' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of Trusses and inrss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Shce 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type aty ply 713207189 15126TO 714 Half Hip Girder 1 1 LbR.ference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:31:45 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-261 m?35EAUUAJFOiSQNvMJYgeOlpuEuVbVT2FCzlstS 4-5-06-0-0 10-3-0 14-6-0 16-9-8 , 20-11-0 4-5-0 1-7-0 4-3-0 4-3-0 2-3-8 4-1-8 2x4 11 Scale=1:56.5 5 6.00 F12 5x6 i 4 4x5 3 6x6 i 2 6x8= 7x10= 7 4>-.5 1 14 46= 0q 1 N O 12 11 15 16 10 917 B 2x4 II 7x10= 8x10= 2x4 11 8x10= THD26-2 4-5-0 6-0-0 , 14-6-0 16-9-8 20-11-0 4-5-0 1-7-0 8-6-0 2-3-8 4-1-8 Plate Offsets(X Y)-- [4:0-1-12 0-2-81 [6:0-3-8 0-3-81 [7:0-3-0 0-4-01 [10:0-3-8 0-3-01 (11:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.19 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.38 10-11 >655 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Wind(LL) 0.09 10-11 >999 240 Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except 6-7:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. 8-10:2x6 SP No.1 WEBS 1 Row at midpt 4-6,6-8 WEBS 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing 7-8:2x4 SP No.1,4-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 12=1030/0-5-8,14=1757/0-5-0 Max Horz 12=509(LC 8) Max Uplift 14=306(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1471/0,2-3=-1444/41,3-4=-964/0,6-9=-279/566,6-7=-550/104,8-13=-229/1523, 7-13=-229/1523,1-12=-980/11 BOT CHORD 11-12=-525/397,11-15=-348/1147,15-16=348/1147,10-16=-348/1147,9-10=-472/3044, 9-17=-528/3069,8-17=-528/3069 WEBS 2-11=-329/156,3-11=-146/464,4-6=-2591/353,6-10=-3065/291,3-10=-447/168, 6-8=-2829/477,1-11=0/1132,4-10=-245/2630,7-14=-1904/336 �`,,MPS� NOTES- e 1)Unbalanced roof live loads have been considered for this design. ``�O�•;G•E N S,•eg2s�, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=71ft;eave=8111;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 NO 39380 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 'd 6)Bearing at joint(s)14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify -�3 capacity of bearing surface. Q•• 1C/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 Ib uplift at joint 14. ✓TO•Q;.'��,�� 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 16-11-9 from the left end to connect truss(es) 4- •• R X ottom chord. 9)Fill all nail holes where hangerfront eof bis iinContact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban!PE No.39380 LOAD CASE(S) Standard M[rek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-5=-60,6-7=-100,8-12=-20 February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE E. Design valid for use only with MITekb 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 Nl OW 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,seeANSI/TP1 I Quality Criteria,DSR-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type QtY Hly 713207189 15126TO T14 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,F132256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:31:46 2018 Page 2 1 D:PGQmCm4FCJagcgYayMCaRHy7fQP-W Ja8DP6sxodl xPzu08u8vX4?Oo52dh8epgDcoezlstR LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-285 1=-1 17=-742(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/032015 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' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa, Job Truss Truss Type S Qry 1 Ply T13207190 15126TO T15 MONOPITCH 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:00 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-kOhyCkIhRVQgV9RfMAi_YYt wkrbhpOKupNZx34zlvgH 16-10-0 6-0-D 10-3-0 14-6.0 16.9.8 6-0-0 4-3-0 4-3-0 2-3-e 0. 8 3x4= Scale=1:62.4 3x4= 3x4= 3x4= 5x6 11 3x4= 5 6.00 12 2x4 II 4 4x5 123 6x6 13 11 2 4x5 i 1 Im 10 9 13 14 8 7 6 0 2x4 I I 4x10-_ 5x10 MT20HS I I 6x6= 16-10-0 6-0-0 14-6-0 169-6 6-0-0 6-6D 2-3-8 0. 8 Plate Offsets(X,Y)-- [5:0-3-3,Edge],f7:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.41 8-9 >486 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.83 8-9 >239 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.01 7 n1a n/a BCDL 10.0 Code FBC2017f-FPI2014 Matrix-MS Weight:125 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except' TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 2-2-0 oc bracing:8-9. 5-7:2x4 SP No.2 WEBS Web Brace:Length(member) 7-0-5(5-7); OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 7=664/Mechanical,10=660/0-5-8 Max Horz 10=249(LC 12) Max Uplift 7=-160(LC 12),10=-7(LC 12) Max Grav 7=730(LC 17),10=662(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-897/5912-3=-877/167,5-7=-487/156,1-10=-651/99 BOT CHORD 9-10=-338/190,8-9=-174/491 WEBS 2-9=-2681217,3-9=-203/544,3-8=-745/272,1-9=0/656,4-8=-49/482 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=40ft L=71ft;eave=8ft;Cat. °°If I�►1/� ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 7-3-6,Interior(1)7-3-6 to 16-7-12 zone;C-C for ��`"°�Pg q q'��i,� members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� c) �e 2)All plates are MT20 plates unless otherwise indicated. ,ems .� G•E•N S+'•.'92 i� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F ••, 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 No 39380 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Refer to girder(s)for truss to truss connections. m 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except Qt=1b) _ 7=160. "D i . . pR �O• % s,O 11111 N A f1E0 eG Thomas A.Albani PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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,not a truss system.Before use,the building designer must verity 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' 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,seeANSI/TPI l 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 33610 o russ russ ype r r ty y T13207191 15126TO T16 Halt Hip Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc.Mon Feb 12 14:32:15 2018 Page 1 - I D:PGOmCm4FCJa9cg-YayMT CaRHy7fOP- Aur61 KS26iGwvshTCvyaenuPU?xwlwwU9keJTzlst_ - -7-0 13-7-5 1 -10-0 22-3-0 4-3-0 82-38 4-1-877-44-0 2-0-5 2-2-11 2x4 I I Scale=1:56.8 6 1 6.00F12 5x6 5 4x5 i 4 6x6 i 3 6x8= 7x10= 8 4x5 i 2 18 4x6= v 1 IC4 j9 I. o 13 12 19 20 11 10 21 9 3x8 11 7x10= 8x10= 2x4 11 7x6= 2x4.11 THD26-2 1-6.12, 7-4-0 13-7-5 15-10-0 18-1-8 22-3-0 1-6.12 5-9-4 6-3-5 2-2-11 Plate Offsets(X,Y)-- f1:0-0-3,0-0-71,f1:0-0-7,0-5-81,f1:0-3-8,Edge1,f5:0-2-0,0-2-81,f7:0-3-8,0-3-81,f8:0-3-0,0-4-01,f9:Edge,0-4-01,f11:0-3-8,0-3-01,[12:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.18 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.37 11-12 >666 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) -0.01 18 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Wind(LL) 0.09 11-12 >999 240 Weight:162 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-8 cc purlins, except 7-8:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceffing directly applied or 8-2-2 cc bracing. 9-11:2x6 SP No.1 WEBS 1 Row at midpt 5-7 W EBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 8-9,5-11:2x4 SP No.2 be Installed during truss erection,in accordance with Stabilizer OTHERS 2x6 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 13=1142/0-5-8,18=1617/0-5-0 Max Harz 13=531(LC 25) Max Uplift 13=34(LC 8),18=-305(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1405/0,3-4=-1370/34,4-5=926/0,7-10=-268/578,7-8=-495/103,9-14=-228/1460, 8-14=-228/1460 BOT CHORD 12-13=-516/402,12-19=-347/1115,19-20=-347/1115,11-20=-347/1115,10-11=-470/2897, 10-21=-526/2912,9-21=-526/2912 ,11t11111rri11 WEBS 7-13=-2909/290,4-11=0439%69,7-9=/1095, -2715/476,5-11 04/145, =4243 25210/431, ?8-18781748/335 ��ONS A. �S O • . tee° `r \GEN S•''9�i :i NOTES- '` .• �, � •.� 1)Unbalanced roof live loads have been considered for this design. : 0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4011t;L=71 ft eave=8ft;Cat. No 39380 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;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. -p; ;cc 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 tail by 2-0-0 wide p:• 4U will fit between the bottom chord and any other members,with BCDL=10.Opsf. ((� 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �T Q Q�.•\�,�� Capacity of bearing surface. e O R 1 7)Provide ,, �O N A mechanical connection(by others)of truss to bearing plate capable of withstanding 34 Ib uplift at joint 13 and 305 Ib uplift at t�Isi'�` % joint 1 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 18-3-9 from the left end to connect truss(es) FG4(2 ply 2x4 SP)to back face of bottom chord. Thomas A.Alberti PE No.39380 9)Fill all nail holes where hanger is in contact with lumber. MiTek USA,Inc.FL Cert 6634 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11.7473 rev.10/03!1015 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 r�/r 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 fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPI I 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. Tempa,FL 33610 Job russ Truss ypet17:1 y713207191 15126TO T16 Half Hip Girder 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:32:15 2018 Page 2 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-Aur6l KS26i GwvshTgvyaenuPU?xwlwwU9keJTzlst_ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-60,7-8=-60,9-15=-20 Concentrated Loads Ob) Vert:1=-1 7=-285 21=-741(6) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrla,VA 22314. Tampa,FL 33610 Job russ russ typety 713207192 y 1512670 717 all Hip 2 1 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:32:35 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-bk2fVAibPro4JxDJ NwGeOscMCYtDcgls5Hai?Jzlssg - -- --9-0 11-7-0 15-10-0 1 22-3-0 3-0 4-1-811-612 744 4-3-0 2-3-8 2x4 11 Scale=1:56.8 6 6.00 FIT 4x5 i 5 4x5 i 4 6x6 i 19 3 6x8= 7x10= 8 i4x5 i 0 �c?1 18 4x6= v 1 N r6 1 0 13 12 20 21 11 10 9 3x8 if 7x10= 410= 2x4 II 4x5= 2x4 11 1-6-12 7-4-0 15-10-018-1-8 22-3-0 1-6-12 5-9-4 8-6-0 2-3-8 4-1-8 Plate Offsets(X Y)-- f1:0-0-3 0-0-71 (1:0-0-7 0-5-81 11:0-3-8 Edge) (5:0-1-8,0-2-01,17:0-3-4,0-3-81,18:0-3-0,0-4-01,(9:0-2-0,0-2-01,112:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.31 11-12 >796 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.02 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, 7-8:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. 9-12:2x4 SP No.1 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.3`Except" MiTek recommends that Stabilizers and required cross bracing 8-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x6 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 13=1039/0-5-8,18=1209/0-5-0 Max Harz 13=531(LC 12) Max Uplift 18=-119(LC 12) Max Grav 13=1039(LC 1),18=1264(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1236/0,3-19=-1 201/10,4-19=-1 184/28,4-5=-732/0,7-8=-332/71,9-14=-166/1066, 8-14=-166/1066 BOT CHORD 12-13=-575/451,12-20=-406/985,20-21=-406/985,11-21=406/985,10-11=356/2124, 9-10=-406/217 WEBS 2-13=-987/182,2 -12=0/945,3-12=-304/192,4-12=1 74/420,4-11=-432/227, v%ve0MPs• A. 5-11=-191/1902,5-7=-1940/354,7-11=-1922/109,7-9=-208 5/380,8-18=1370/276 �� .r . GEN NOTES- � � •• �\ SFS'•2/ 1)Unbalanced roof live loads have been considered for this design. v No 39380 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft eave=8ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-3-3,Interior(1)7-3-3 to 21-7-12 zone;cantilever left = exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 13 4U 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 0 ((� 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 �� T• P.' �� will fit between the bottom chord and any other members,with BCDL=IO.Opsf. 10.1 ••� 0 R X�•'�` �� 6)Bearing at joint(s)18 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verifycapacity of ��i StS� °""•�`''��` 7)Provide mechanical surface.earing ,,� �� han calco connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 18. 0 N Ar;<< 8)Load case(s)1,2,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are Thomas A.Albani PE No.39380 correct for the intended use of this truss. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based orgy upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web acrd/or chord members only.AddttonMiTek' temporary and permanent bracing I VO 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,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallobte from Truss Plate Institute,218 N.Lee Street Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type ly T13207192 15126TO T17 Half Hip 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTak Industries,Inc. Mon Feb 12 14:32:35 2018 Page 2 I D:PGQmCm4FCJa9cgYayMCaRHy7f QP-bk2fVAibPro4JxDJ NwGeOscMCYtDcgls5Hai?Jzlssg LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=-60,7-8=-100,9-15=-20 Concentrated Loads(lb) Vert:1=-1 7=-369 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=-50,7-8-80,15-20=-20,20-21=-50,9-21=-20 Concentrated Loads(lb) Vert:7=-344 17)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-59,7-8=-81,13-15=-5,13-20=-20,20-21=-50,9-21=-20 Harz:1-6=9,6-7=23 Concentrated Loads(lb) Vert:7=-391 18)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-43,7-8=-81,15-20=-20,20-21=-50,9-21=-20 Harz:1-6=-7,6-7=-3 Concentrated Loads(lb) Vert:7=-354 19)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-8=-81,13-15=-5,13-20=-20,20-21=-50,9-21=-20 Horz:1-6=1,6-7=5 Concentrated Loads(lb) Vert:7=-354 20)Dead+0.75 Roof Live(bat.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-51,7-8=-81,15-20=20,20-21=-50,9-21=-20 Horz:1-6=1,6-7=5 Concentrated Loads(lb) Vert:7=-354 21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=60,7-8=-60,9-15=-20 Concentrated Loads(lb) Vert:7=-369 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-20,7-8=-100,9-15=-20 Concentrated Loads(ib) Vert:7=-369 23)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-50,7-8=-50,15-20=-20,20-21=-50,9-21=-20 Concentrated Loads(lb) Vert:7=-344 24)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-6=-20,7-8=-80,15-20=-20,20-21=-50,9-21=-20 Concentrated Loads(lb) Vert:7=-344 ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 buflding 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. Racing 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,seeANSI/TPI I 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. Tempa,FL 33610 Job Truss Truss Type t Qty Ply 713207193 15126TO T18 Half Hip Supported 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:04 201 B Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-c9xT26LBVjwGznkQbomwiOBirS6ml?j Uk?XBCrzlvg D 1-9-7 1- -6 16-9-8 20-7-B 1-9-7 0- -14 14-10-2 3-10 0 1 Scale:1/4°=1' i4 6.00 12 13 12 11 10 37 9 3x6 8 7 5 6 3x4= 4 17 18 19 3 2 o ii u u Q N 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x10 II 6x6= 16-9-820-7-8 16-9-8 3-10-0 Plate Offsets(X,Y)-- [1:0-0-14,0-1-121,[16:0-2-O,Edge1,[23:0-2-0,0-1-01,[36:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:164 Ib FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:22-23,21-22,20-21. WEBS 1 Row at midpt 14-24 REACTIONS. All bearings 20-7-8. (lb)- Max Horz 36=456(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)23,24,25,26,27,28,29,30,31,32,33 except 36=279(LC 10),20=157(LC 12),35=-426(LC 12),22=-206(LC 12),21=-122(LC 10) Max Grav All reactions 250 Ib or less at Joint(s)23,20,24,25,26,27,28,29,30,31,32,33,34,22,21 except 36=551(LC 12),35=273(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-36=-546/214,1-2=-747/301,2-3=-592/243,3-4=-566/233,4-5=-535/223, 5-7=-499/210,7-8=-471/200,6-9=-436/187,9-10=-403/176,10-11=-356/165, 11-12=-305/154,12-13=-256/144 WEBS 2-35=-156/369 NOTES- 1111111/1j/1 1)Unbalanced roof live loads have been considered for this design. ,%. A PS A. q > 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=4oft L=71 ft eave=2ft;Cat. ,`� ok j �e � II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 7-5-8,Exterior(2)7-5-8 to 20-5-12 zone;C-C for ,��.r ,•'�G•E N s+ .'Q2 .. members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 V F ••, s 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 No 3938 Gable End Details as applicable,or consult qualified building designer as per'ANSIfTPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. - 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q;•��_�� 10).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 �j�s'••,�R ,% will l 11) Provide Mechanical other m chan cal con ection(by othe s)of tru s tlo bearing plate capable of withstanding 100 Ib uplift at joint(s)23,24,25,26, % 27,28,29,30,31,32,33 except Qt=lb)36=279,20=157,35=426,22=206,21=122. 1111111111"t Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 12,2018 A WARNING-'Verify design parameters and READ NOTES ON THIS AND INCLUDED mn EK REFERANCE PAGE M11-7473 rev.10/032015 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' 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,seeANSI/TPI I 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 33610 Job Truss Truss Type i Qty i Ply 713207194 15126TO T2 ROOF SPECIAL 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:05 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-5M VrFSMgG127bxJd9kH9FckmmslbUludzfGikHzlvgC 71 0 15-0-0 19-6-0 25-5-4 31-2-4 36-9-8 37,-3.0 7-6-6 7-6-0 4-6-0 5-11-4 5-9-0 5-7-4 015-8 4x10=Scale=1:68.6 7x10 6x6= 4x10= 2x4 I 4 518 19 20 6 7 6.00 F12 4x5 i 3 17 7x6-5- 2 vij 2 0 1 13 m '6- 121 0 12 21 22 11 23 10 24 9 25 8 3x8 11 7x10= 4x5= 7x10= 2x4 II Sxl2= 00-Ho - 0 10-2-12 19-6-0 25-5-4 31-2-4 36-9-8 37-3.0 0 -D 9-11-12 9-3-4 5-11.4 5.9-0 5-7-4 01518 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge],[4:0-4-8,0-2-0],[8:0-4-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.39 12-16 >312 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.29 12-16 >425 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:258 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. 7-8:2x4 SP No.2 WEBS 1 Row at midpt 7-8,3-12,4-11,5-10,6-8 OTHERS 2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=1916/Mechanical,1=502/0-3-8,12=1354/0-5-8 Max Horz 1=295(LC 12) Max Uplift 8=-217(LC 12),1=-182(LC 12),12=-195(LC 12) Max Grav 8=1999(LC 17),1=502(LC 1),12=1565(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-561/432,2-3=-348/421,3-4=-931/304,4-5=-813/265,5-6=-811/265,7-8=-977/298 BOT CHORD 1-12=-650/458,11-12=-417/657,10-11=-303!783,9-10=-165/589,8-9=-165/589 WEBS 2-12=-456/295,3-12=-1153/0,3-1 1=0/340,5-10=-375/173,6-10=-219/462,6-9=0/359, 6-8=-1 152/324 NOTES- ,. ►1{IIIiiII/"4/ 1)Unbalanced roof live loads have been considered for this design. `O�, k�PS A. ;91e'�s, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=71ft;eave=8ft Cat. ,e �••�G E•I�I S+'• '92�i� ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 7-4-11,Interior(1)7-4-11 to 19-6-0,Exterior(2)19-6-0 17 V F•••, to 26-7-10 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber = N O 39380 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 'O Will fit between the bottom chord and any other members,with BCDL=10.Opsf. p 6)Refer to girder(s)for truss to truss connections. .0 0••• ��(/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) i;<� O R 1 8=217,1=182,12=195. s, ••, s`G 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)620 Ib down and 445 Ib up at �I SiS'�• •�\ �� 37-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. N A 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � 1100% Thomas A.Alban!PE No.39380 LOAD CASE(S) Standard MfTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.1010312016 BEFORE USE. �' Design valid for use oNy 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 pp�/�� balding design. Bracing indicated is to prevent buckling of Individual in=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 fabilcaliom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type ; Qty Ply T13207194 15126TO T2 ROOF SPECIAL 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:05 2018 Page 2 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-5MVrFSMgG127bxJd9kH9FckmmslbUludzfGikHzlvgC LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-60,4-7=60,8-14=-20 Concentrated Loads(lb) Vert:7=836(F=-620)14=11 ® WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--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 verily the applicability of design parameters and properly 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 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,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i i Qty Ply T13207195 15126TO T20 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:06 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-ZY3DSnMS1 LA_D4upjRpOopG22GdEDvvnBJOFGkzlvgB 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:20.1 Special 4x5= 2 3 7.00 12 0 N N 1 T 5 2x4 11 5x6= Special 4 4-0-0 , 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-O],11:0-4-1,0-0-11,(i:Ed e,0-2-01 'LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 5-8 >496 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.29 5-8 >243 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.19 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:23 lb 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.1 BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=58/Mechanical,4=308/Mechanical,1=297/0-3-8 Max Horz 1=71(LC 8) Max Uplift 3=-20(LC 8),4=-54(LC 8),1=-26(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=299/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=40ft;L=71ft;eave=8fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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. i111111111j 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 ,��,, S A. ,�°° ° will fit between the bottom chord and any other members. `0% .......'�4 6)Refer to girder(s)for truss to truss connections. ``��.r�•• s•e'92s°� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. L F•••• �� 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 Ib down and 169 Ib up at No 39380 4-0-0 on top chord,and 85 Ib down at 4-2-2 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). LOAD CASE(S) Standard F 441 Z 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 Uniform Loads(plf) OT• O f3 1 Q.Q;••��` Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads 108(8)5=-80(8) °°°°iSi�N Al- 0 � �e� Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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• 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,seeANSI/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,Atexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type + It Qty Ply 713207196 15126TO T21 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:08 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-VxA_tTOiZyQiSO2BgsrstEMPp4NThmR4fdVM Lczlvg9 3-0-1 9-10-8 13-9-0 16-8-15 19-9-0 3-0-1 2-11-15 3-10-8 3-10-8 2-11-15 3-0-1 Scale=1:33.8 NAILED NAILED NAILED 6x6 NAILED 4x5= NAILED 6x6 !/ 2 17 3 18 4 7.00 12 NAILED NAILED 16 19 4x5 5 m d 1 6 m 16 20 9 21 22 23 8 24 6x6— NAILED 7x10— NAILED NAILED NAILED 4x10— NAILED 2x4\\ 3x8 II NAILED NAILED 3-0-1 6-0-0 9-10-8 13.9-0 18-2-12 1$-�-8 19-9-0 , 3-0-1 2-11-15 3-10-8 3-10.8 4-5-12 6- - 2 1.3.8 Plate Offsets(X Y)-- [1:0-0-1 0-0-0] [1:0-4-1 0-0-1] [1:Edge 0-2-12] [6:0-0-0 0-0-11 [6:0-0-1 0-4-1] [6:0-3-8 Edge] 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 0.43 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 8-9 >924 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1360/0-3-8,7=1583/0-5-8 Max Harz 1=-76(LC 23) Max Uplift 1=-230(LC 8),7=-267(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2043/349,2-3=-1705/338,3-4=-1476/287,4-5=-1733/307 BOT CHORD 1-9=-236/1682,8-9=-309/1821,7-8=-164/1009 WEBS 2-9=-6/618,3-8=-512/179,4-8=-11/526,5-8=-52/550,5-7=-1525/229 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=40ft L=71 ft eave=8fh Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,`O,i11 i IISt, 3) Provide adequate drainage to prevent water ponding. v� S A, �j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��OMP A4e ��i� 5)•This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� G•E•N S'•.'9 i10 will fit between the bottom chord and any other members. •••L� F ••.L� �� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) : jV O 39380 0 1=230,7=267. * - 7)'NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). b Z LOAD CASE(S) Standard p • 4L/Z 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 0 Uniform Loads(plf) - i � Vert:1-2=-60,2-4=-60,4-6=-60,10-13=-20 Oj�s R XV �' ,`� Concentrated Vert:2�97(F)adsb4=-97(F)9=-60(F)3=-97(F)8=-60(F)17=-97(F)18=-97(F)20=-2880 21=-60(F)22=-60(F)23=-60(F) i��e "fill O N A��% 24=-288(F) 8 Thomas A.Albanl PE No.39380 MiTek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 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 t� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addifionai 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 fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexancirla.VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply T13207197 15126TO T22 GABLE 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:10 2018 Page 1 I D:PGQmCm4FCJa9cgYayM CaRHy7fQP-RJ I kl9 Py5ZgQhiCayHtKyf RgptEn9jaM6x_TPVzlvg7 13-9-12 27-9.12 13-9-12 14-0-0 Scale=1:47.3 5x6= 10 9 11 8 12 6.00 F12 r 13 7 6 14 40 38 5 39 15 41 4 16 3 17 2 18 1 19 1 � IJm -o o 3x4 i 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 6x6= 6x8= 27-9-12 27-9-12 Plate Offsets(XY)-- [10:0-3-0,0-2-41,[25:0-0-0,0-1-121,[26:G-1-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:179 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 REACTIONS. All bearings 27-9-12. (lb)- Max Horz 1=-1 44(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)30,31,32,33,34,35,36,37,28,27,26,24,23,22,21,20 Max Grav All reactions 250 Ib or less at joint(s)1,19,29,30,31,32,33,34,35,36,37,28,27,26,24, 23,22,21,20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=7111;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 7-5-12,Interior(1)7-5-12 to 13-9-12,Exterior(2) 13-9-12 to 20-11-6 zone;C-C for members and forces&MW FRS 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. ,0,011!i 11I11��, 4)All plates are 2x4 MT20 unless otherwise indicated. �� p S q, ej 5)Gable requires continuous bottom chord bearing. ��C), ,q4e eej� 6)Gable studs spaced at 1-4-0 oc. ee�,`�` .•' G•E•N S''• '92 i� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F�'•. is 8)`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 w No 39380 will fit between the bottom chord,and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)30,31,32,33,34, 35,36,37,28,27,26,24,23,22,21,20. • i Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M111I1-7473 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 truss ebuilding f the ivdlr .IooInto the ( buld ngdesignBracng Indicated Is to prevent buckling Individual truss and/orr chord members onllyy.property nal temporaryndpermnent bracing p T Is alwaysrequired for stability and to event toll with possible personal in' and o damage. For MiTek* q ty Pr apse po Pe .se property Qu as general d BCS(Building regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS(Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Wexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply T13207198 15126TO T23 Roof Special 15 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:15 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-oH5dLsT5v6JioT4YIgTVfjBZ5urSqux6GDhE5izlvg2 44 -8-0 11-6-12 18-5-12 22-7-84-1-12 25-2- 3-6-8 4-8-0 6-10-12 6-11-0 2- 15 3 7-7 8-3-9 Scale=1:56.5 5x6= 6.00 12 5 2x4 11 4 2x4 11 6 6x8 i 3 P8 6x6 724 22 2 8 9 I�, i o 15 4x5= 2x4 11 25 2x4 11 10 q 1 3x5 2x4 11 13 12 11 3x4= = 6x6= 0 15-5-5 4-8-0 11-6-12 13-9-8 15-5-8 17-5-8 18-5-1 22-7-8 25-2-15 30-7-7 32-7-7 4-8-0 6-10-12 2-2-12 1-8-0 2-0-0 1-0-4 4-1-12 2-7-7 5-4-8 2-0- Plate Offsets(X,Y)-- (3:0-2-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.13 15-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.28 15-18 >662 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.11 14 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:151 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 1-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-13 WEBS 2x4 SP No.3 REACTIONS. All bearings 13-1-15 except Qt=length)14=0-3-8,1=0-5-8,8=0-3-8,10=0-3-8. (lb)- Max Horz 1=-182(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)13,11,12,1,10 except 14=-1 35(LC 12),8=-533(LC 21) Max Grav All reactions 250 Ib or less at joint(s)1,8,10 except 13=1511(LC 17),14=669(LC 17),11=388(LC 18), 12=461(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-219/1049,3-4=-224/1414,4-5=-165/1383,5-6=-188/1377,6-7=-288/1373, 7-8=-378/1368 BOT CHORD 2-15=-744/289,14-15=-738/290,13-14=-1 157/388,12-13=-1157/388,11-12=-1157/388, 10-11=-1153/384,8-10=-1153/384 WEBS 5-13=-1343/235,3-14=-553/144,7-11=302/193,6-12=-261/183 NOTES- 11111111111 1),Unbalanced roof live loads have been considered for this design. ,,�e`A PS A q� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft eave=8ft;Cat. `� e 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 7-4-G,Interior(1)7-4-6 to 18-5-12,Exterior(2) ,��.r . 1(,•E•IV S'• '92�i� 18-5-12 to 25-7-6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• L F•••. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 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=I O.Opsf. 5)Bearing at joint(s)1 considers parallel to grain Value using ANSI/TPI 1 angle to grain formula. Building designer should verify — w capacity of bearing surface. CC6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)13,11,12,1,10 4/1 except Qt=1b)14=135,8=533. O ' 40� 0 N A 111111 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 bracn�ing I VI 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 musses and muss systems,seeANSI/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. Tempa,FL 33610 Job Truss russ ype ty y T13207199 15126TO T24 Root Special 4 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Mon Feb 12 14:34:412018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-uzflxFEdkZgCQIsXmOXBU RgxxLxs7uxP3t6MQ?zlsgi i 4-8-0 18-5-12 1$-Q-0 22-7-8 25-2-15 33-6-8 , r 4-8-0 6-10-12 6-11-0 0-3-8 3-10-4 2-7-7 8-3-9 Scale=1:56.1 5x6= 6.00F1_2 5 4x5 i 4 45 6 6x8 3 P5 6x6 726 24 2 8 0 9 Im 0 17 16 15 14 13 12 27 2x4 II 10 t 3x4= 2x4 I I 4x5= 7x10= 2x4 11 3x4= `" 0 19-1-8 i 46-0 11-6-12 13-9-6 18-5-12 f 9-3-4 21-3-4 22-7-6 23-3- 25-2-15 30-51 t 32-5-11 336-6 46-0 6-1612 2-2-12 4-&4 96 2�rt-4-4 lY8- 1-11-6 52-12 2-40 1-0.13 Plate Offsets(X Y)— f2:0-0-8 Edgel [3:0-2-0,0-3-01,f5:0-3-0,0-2-41 f8:0-0-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.16 17-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.33 17-20 >693 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:169 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-15 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. All bearings 0-3-8 except(jt=length)11=7-5-15,1=0-5-8. (lb)- Max Harz 1=-182(LC 10) Max Uplift All uplift 100 Ib or less at Joint(s)11,1,10 except 8=574(LC 21),15=-400(LC 12),14=-339(LC 21), 12=-359(LC 21) Max Grav All reactions 250 Ib or less at joint(s)1,8,10,14,12 except 11=392(LC 18),15=2969(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-24=-215/905,3-24=-206/1003,3-4=-225/1391,4-5=-237/1693,5-6=-297/1903, 6-25=-220/1459,25-26=-235/1378,7-26=-236/1378,7-8=-326/1450 BOT CHORD 2-17=-703/285,16-17=-696/286,15-16=-1 140/389,14-15=-1237/341,13-14=-1237/341, 12-13=-1237/341,12-27=-1237/341,11-27=-1 237/341,10-11=-I 236/338,8-10=-1236/338 WEBS 3-17=0/257,4-16=-54/401,3-16=-589/151,7-11=-294/191,6-13=-117/659, 4-15=-534/186,5-15=-1730/318,6-15=-772/272 It,itI f d/sl A. .��oMP' Ade �'�• NOTES- � 1)Unbalanced roof live loads have been considered for this design. ee ` .• 1G�E•N S'••.'92 �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=71 ft;eave=8ft;Cat. �� •• L F •'. �� II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 7-4-6,Interior(1)7-4-6 to 18-5-12,Exterior(2)18-5-12 NO 39380 to 25-7-6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed 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=1 O.Opsf. CC Z 5)Bearing at joint(s)1 considers parallel to grain value using ANSIlrP1 1 angle to grain formula. Building designer should verify 0 L(! capacity of bearing surface. ,0 '. •:��/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11,1,10 except '.,'� •� O R Qt=lb)8=574,15=400,14=339,12=359. J� lS• .......• G' �� LOAD CASE(S) Standard lilt, �`� ��% Thomas A.Albans PE No.39380 Mrrek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 Info 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 fabrlcatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,State 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 713207200 15126TO T3 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:17 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-kfDNmYVLRjZQ1 nEwsFVzk8EpgiQglfDOjXAK9bzlvgO 7-6-0 15-0-0 19-6-0 25 5-4 31-2-4 3f_6 37,-a-0 7-6-0 7-6-0 4-6-- 5-11-4 5-9-0 5-7-4 0-5-8 4x10= Scale=1:68.6 6x6 11 6x8= 4x10= 2x4 II 4 518 19 20 6 7 6.00 12 4x5 i 3 17 7x6 i a q 0 2 1 13 o Im. 12 21 22 11 23 10 24 9 25 8 0 5x6 11 6x8= 4x10= 6x8= 2x4 11 5x10 MT20HS= 10-2-12 1.9-6-0 25-5-4 31-2-4 36-9-8 37,-a-0 10-2-12 9-3-4 � 5-11-4 59, 5-7-4 015-8 Plate Offsets(X Y)-- [1:0-0-1 0-0-3] [1:0-0-3 0-5-0] [5:0-3-12 0-3-0] [8:0-2-4 0-2-81 [10:0-3-4 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.34 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.56 11-12 >789 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.08 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:258 Ib FT=20% LUMBER- B RACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. 8-10:2x4 SP No.2 WEBS 1 Row at midpt 7-8,3-11,5-10,6-8 WEBS 2x4 SP No.3*Except* 7-8,6-8:2x4 SP No.2,5-11:2x4 SP SS OTHERS 2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=2292/Mechanical,1=1481/0-5-8 Max Horz 1=295(LC 12) Max Uplift 8=-90(LC 12),1=-146(LC 12) Max Grav 8=2461(LC 17),1=1564(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2787/435,2-3=-2576/432,3-4=-17861366,4-5=-1551/356,5-6=-1337/293, 7-8=-977/27 BOT CHORD 1-12=-634/2489,11-12=-494/1916,10-11=-294/1340,9-10=-177/850,8-9=-177/850 WEBS 5-10=-684/252,6-10=233/982,6-9=0/356=-729/6-8=-1 682/357 50,5-11=-126/425, ,%%%ONS I All Al--,,, 0 9 1) E N Unbalanced roof live loads have been considered for this design. ,��'•• \G• SF•�•.L� �e 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8fF Cat. y NO 39380 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-4-11,Interior(1)7-4-11 to 19-6-0,Exterior(2)19-6-0 to 26-7-10 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. "O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o 4/1 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,with BCDL=10.Opsf. 0o P:• �� 7) Refer to girder(s)for truss to truss connections. <j�s1 R .�C?�% 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except gt=lb) 1=146. ��lllllllllll®� LOAD CASES) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-4=-60,4-7=-60,8-14=-20 Date: February 12,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek0 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 �q Wilding 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 miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21811.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply 713207200 15126TO T3 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:17 2018 Page 2 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-kfDNmYVLRjZQ1 nEwsFVzk8EpgiQglfDOjXAK9bzlvgO LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=-836 1=-1 Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Indivlduai 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 g building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lei• 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,seeANSI/TPI I 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 33610 Job Truss Truss Type r Qty Ply 713207201 15126TO T4 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 1210:21:18 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-Csnm_uW zC 1 hHfwp6QyOCH Lm_Q6kP178YyBwuhl zlvg? 2-5-8 7-6-0 12-3-8 19-6-0 25-5-4 31-2-4 36-9-8 37r�-0 2-5 8 5-0-8 4-9-8 7-2-8 5-11-4 5-9.0 5-7-4 0-5-8 4x10= Scale=1:78.0 7x10 6x6= 4x10= 2x4 I 6.00 F12 5 6 23 24 25 7 8 2x4 II 4 6x6 i a 3 d 5x6 P2 2 a 1 z17 o is ,60 c?" 0 IrP�l 15 6 o 4x5= 13 12 26 11 27 10 28 9 6x8 7x10= 4x5= 7x10= 2x4 I I 4x10= 3x4 11 2x4 SPD 12 7x14 MT20HS= 2-5-8 7-6-0 12-3-8 19-6-0 25-5-4 31-2-4 36-9-8 37r$-0 2-5-8 5-0-9 4-9-8 7-2-8 5-11-4 5-9-0 5-7.4 0-5-8 Plate Offsets(X,Y)-- [1:0-0-12,Edge],[2:0-1-8,0-2-81,[5:0-4-8,0-2-01,[9:0-2-4,0-2-01,[14:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.19 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.38 14-15 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:290 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-14 cc bracing. BOT CHORD 2x4 SP No.2`Except` WEBS 1 Row at midpt 8-9,5-14,5-11,6-11,7-9 14-16:2X4 SP No.1,4-13:2X4 SP No.3,1-16:2x6 SP No.1 WEBS 2x4 SP No.3`Except` 8-9,7-9:2x4 SP No.2 OTHERS 2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=2292/Mechanical,1=1481/0-5-8 Max Horz 1=295(LC 12) Max Uplift 9=-90(LC 12),1=-146(LC 12) Max Grav 9=2399(LC 17),1=1489(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or Tess except when shown. TOP CHORD 1-2=-4123/957,2-3=-3083/549,3-4=-2483/463,4-5=-2546/613,5-6=-1 269/292, 6-7=-1268/292,8-9=-977/27 BOT CHORD 2-16=-218/746,15-16=-131314281,14-15=-727/2791,4-14=-397/258,11-12=-365/1466, 10-11=-178/814,9-10=-178/814,1-16=-1 168/3686 P`S A 44 SI�e, WEBS 2-15=-1512/607,3-15=-49/398,3-14=-694/225,12-14=-348/1246,5-14=-397/1246, `� 0�•• e r� 5-11=-387/142,6-11=-370/166,7-11=-230/914,7-10=0/347,7-9=-1610/358 0��,`1`••�'�G E•N s+�•92/,,,i NOTES- No 39380 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-1-10,Interior(1)7-1-10 to 19-6-0,Exterior(2)19-6-0 _ to 26-7-10 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '» 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load 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,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. �I1 8)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ",fill 1110 0 capacity of bearing surface. Thomas A.Albani PE No.39380 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9 except Qt=1b) MiTek USA,Inc.FL Cert 6634 1=146. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard February 12,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 verity the applicability of design parameters and properly Incorporate this design Into the overall pp►�pp 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 fobxicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 33610 Job Truss Truss Type 1 Qty Ply 713207201 15126TO T4 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:18 2018 Page 2 I D:PGQmCm4FCJagcgYayMCaRHy7fQP-Csnm_uW zC 1 hHfwp6Qy0CHLm_Q6kP 17BYyBwuhl zlvg? LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-8=-60,14-16=-20,9-13=-20,16-19=-20 Concentrated Loads(lb) Vert:8=-836 1=-1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NfrEKREFERANCE PAGEmit-7473 rev.10103/2015 BEFORE USE. � Design valid for use oNy with MITek®connectors.This design B 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 ofindividual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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,s---ANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f Qty Ply T13207202 15126TO' T5 ROOF SPECIAL 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:20 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-8EvW OaXEkex?uEzVXN3gMmsLtvSHVi brQUP?Iwzlvfz 2-5-8 7-6-0 12-3-8 , 19-6-0 26-8-0 33-5-8 33117-0 2-5-8 5-0-8 4-9-8 7-2-8 7-2-0 6-9-8 0-5-8 7x10= 4x6= Scale=1:75.8 4x5= 3x4 I I 6.00 12 5 21 622 7 2x4 11 4 6x6 i a v 3 0 5x6 i 20 2 1 15 0 ^I m ,2 1mIm 14 13 12 6 7x14 MT20HS= 4x5= 11 10 23 9 24 8 6x8 7x10= &B= 4x5= 5x12= 3x4 I I 2x4IPO F12 2-5-8 7-6-0 12-3-8 19-6-0 26-8-0 33-11-0 2-5-8 5-0-8 4-9-8 7-2-8 7-2-0 7-3-0 Plate Offsets(X Y)-- [1:0-0-12 Edge] f2:0-1-12,0-2-81,[5:0-4-8,0-2-01,[8:0-5-8,0-2-121,[12:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.16 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.34 12-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:251 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. 12-14:2x4 SP No.1,4-11:2x4 SP No.3,1-14:2x6 SP No.1 WEBS 1 Row at midpt 7-8,5-12,5-9,6-8 WEBS 2x4 SP No.3`Except' 7-8,6-8:2x4 SP No.2 OTHERS 2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=1328/0-3-0,1=1342/0-5-8 Max Horz 1=349(LC 11) Max Uplift 8=-183(LC 12),1=-160(LC 12) Max Grav 8=1425(LC 17),1=1344(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3732/840,2-3=-2730/520,3-4=-2144/442,4-5=-2210/556,5-6=-832/305 BOT CHORD 2-14=-253/693,13-14=-1 355/3913,12-13=-810/2499,4-12=-397/258,9-10=-429/1213, 8-9=-299/848,1-14=1246/3371 WEBS 2-13=-1434/553,3-13=-40/387,3-12=-677/189,10-12=-407/1036,5-12=-414/1207, %tJI111 i°►1.1111 5-9=-630/223,6-9=-86/805,6-8=-1458/371 �� NOTES �`��`•.• G•E•Iv S'•• �/Ij'� 1) Unbalanced roof live loads have been considered for this design. �� F•••. i0 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. N O 39380 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-1-10,Interior(1)7-1-10 to 19-6-0,Exterior(2)19-6-0 to 26-8-0 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 — 3)Provide adequate drainage to prevent water ponding. 'fl 4)All plates are MT20 plates unless otherwise indicated. e F 14/Z. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 •. 44/ 6)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide do °• •° ,oma, will fit between the bottom chord and any other members,with BCDL=10.Opsf. �j •,•°R `Q•Q:`C? 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I®I'JJON AL�! �11 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 8=183,1=160. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Pert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 pp� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI(TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa, Job Truss Truss Type i Qty Ply T13207203 15126TO T6 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:212018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-dRTucwYsVy3sWOYh55aw_OVFJ11 EUV_e88YHMzlvfy 2-5-8 7-6-0 12-3-8 19-6-0 25-4-8 31-2-11 _i 37-4-0 2-5-8 5-0-8 4-9-8 7-2-8 5-10-6 5-10-0 6-1-8 7x10 Scale=1:78.2 4x5= 7x10= 4x5= 6.00 12 5 6 25 26 7 27 8 2x4 11 4 6x6 i 3 4x5 i 23 2 Wgf: 24 1 v o 16 _ I� 18 17 7x104x5 1514 13 12 10 28 29 11 30 31 9 0 = 7x14 MT20HS= 2x4 11 3x6= 7x10= 4x5= 4x5 11 6x8__ 3x4 i l �44I.P0 12 4x10= 2x4 11 2-5-8 7-6-0 11-9-5 12-$-8 19-6-0 28-3-8 34-9-12 37-4-0 , 2-5-8 5-0-8 4-3-5 0-6-3 7-2-8 8-9-8 6-6-4 2-6-4 Plate Offsets(X Y)-- [1:0-0-12 Edge] [7:0-5-0,0-3-01,[9:Edge 0-3-8] [11:0-5-0,0-3-01,[16:0-2-0,0-0-01,[16:0-3-8,Edge],[18:0-7-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.24 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.42 11-12 >985 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.16 9 n/a n/a BCDL. 10.0 Code FBC2017/TP12014 Matrix-MS Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-14:2x4 SP No.3,1-18:2x6 SP No.1 2-2-0 oc bracing:17-18 WEBS 2x4 SP No.3*Except* 6-4-8 oc bracing:16-17. 8-9:2x4 SP No.2 10-0-0 oc bracing:14-16 WEDGE WEBS 1 Row at midpt 5-16,5-12,6-11,7-10,8-10 Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=-705/Mechanical,1=1347/0-5-8,10=2346/0-3-8 Max Horz 1=349(LC 11) Max Uplift 9=-759(LC 17),1=-1 53(LC 12),10=350(LC 12) Max Grav 9=130(LC 12),1=1347(LC 1),10=2493(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3910/916,2-3=-2707/504,3-4=-2125/429,4-5=-2190/555,5-6=-1 157/347, 6-7=-674/249,8-9=-185/739 BOT CHORD 17-18=-1271/3431,16-17=866/2483,4-16=-396/289,11-12=331/896,10-11=-181/373, 1-18=-1335/3568 WEBS 5-12=-407/304,6-12=-206/58936-161=6870/31317-11=231/110070,7-10=-1554/450; ��° p Pg AB�q��cs� 8-10=887/254,2-18=-234/649 % O\ •........ obi �I E NOTES �,,,`�',•�-�G NSF•'92i�'.0 1) Unbalanced roof live loads have been considered for this design. No 39380 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-1-10,Interior(1)7-1-10 to 19-6-0,Exterior(2)19-6-0 to 29-7-1 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "d 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. �i�� • O f3 I'D.Q.Q;•• 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 'j ••, `C? o will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)1 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Thomas A.Alban!PE No.39380 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) MiTek USA,Inc.FL.Cert 6634 9=759,1=153,10=350. 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MI1-7473 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 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` 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,seeANSI/1PI1 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 33610 Job Truss Truss Type 1 Qty Ply T13207204 15126TO T7 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:23 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-Zpaf1 ba61 ZJai ih4DVcN_PTrJ7RBiOsH6SdfMEzlvfw 2-5-8 7-6-0 12-3-8 19-6-0 25-4-8 31-2-8 , 37-4-0 , 2-5-8 5-0-8 4-9-8 7-2-8 5-10-8 5-10-0 6-1-8 7x10= Scale=1:75.2 4x5= 7x10= 4x5= 5 6 26 27 7 28 8 6.00 FIT 2x4 11 4 6x6 i 25 3 4x5 i 24 18 17 21x4 II 14 13 12 29 30 11 31 32 11 9 to 7x14 MT20HS= 4x5= 6x8� 2x4 II 7x10= 3x6= 7x10= 4x5= 4x5 I I 2x4 II 4x10= 2x441-P0 12 2-5-8 7-6-0 9-9-5 , 12-3-8 , 19-6-0 28-3-8 34-9-12 37-4-0 2-5-8 5-0-8 2-3-5 2-6-3 7-2-8 8-9-8 6-6-4 2-6-4 Plate Offsets(X Y)-- [1:0-0-12 Edge] [7:0-5-0 0-3-0] [9:Edge 0-3-8] [11:0-5-0,0-3-01,[16:0-3-8,Edge],[18:0-7-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.24 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.45 15 >936 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-14:2x4 SP No.3,1-18:2x6 SP No.1 2-2-0 oc bracing:17-18. WEBS 2x4 SP No.3`Except' 10-0-0 oc bracing:14-16 8-9:2x4 SP No.2 WEBS 1 Row at midpt 5-16,5-12,6-11,7-10,8-10 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 9=-725/Mechanical,1=1373/0-5-8,10=2381/0-3-8 Max Horz 1=349(LC 11) Max Uplift 9=-780(LC 17),1=-140(LC 12),10=333(LC 12) Max Grav 9=119(LC 12),1=1373(LC 1),10=2527(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3988/877,2-3=-2772/472,3-4=-2187/398,4-5=-2251/524,5-6=-1173/339, 6-7=-678/247,8-9=174/760 BOT CHORD 17-18=-1 237/3498,16-17=-836/2541,4-16=-396/290,11-12=-327/904,10-11=-181/373, 1-18=-130013637 WEBS 1 3-16=-683/187,12-16=-372/1087, 16 16 01 � •28/1277, I 111111111 5-12=-43 /292,6-12=-199/6046- 1=884/3067-11=-224/1184,7-10=- 569/442, NOONS A. g44e,f4, 8-10= % , �jI NOTES > ••�'\G E Ns'-.'Vi sF.'V i �. 10 1)Unbalanced roof live loads have been considered for this design. No 39380 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8fh Cat. = II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 7-1-10,Interior(1)7-1-10 to 19-6-0,Exterior(2)19-6-0 e to 29-7-1 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 — plate grip DOL=1.60 "0 3)Provide adequate drainage to prevent water ponding. e p 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. ,ii�� . O f3 Q�Q:• .,,e 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,with BCDL=IO.Opsf. 7)Refer to girder(s)for truss to truss connections. ,��017 i I I1IDH 8)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Thomas A.Alban!PE No.39380. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) MITek USA,Inc.FL Cert 6634 9=780,1=140,10=333. 6904.Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with Iv1ITekO 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 T building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing KWIC l�p� le C 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,seeANSI/TPI l 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 33610 Job Truss Truss Type + 1 Qty Ply T13207205 15126TO T8 HALF HIP 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:25 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-VCi PSHbNYAZH??rTKwer3gZFAw7JAIGaZm61Q7zivfu 7-6-0 15-0-0 19-6-0 25-4-8 31-2-8 37-4-0 7-6-0 7-6-0 4-6-0 5-10-8 5-10-0 6-1-8 6x6 11 Scale=1:65.9 4x5= 7x10= 4x5= 4 517 18 619 7 6.00 12 45 3 7x6 i 16 2 1 ITI ITA 12 20 21 11 22 23 10 24 25 9 8 7x6= 7x10— 7x6= 4x5= 36 11 sxs II 10-2-12 19-6-0 28-3-834-9-12 37-4-0 10-2-12 9-3-4 8-9-8 6-6-4 2-6-4 Plate Offsets(X Y)-- [1:0-0-1 0-0-3] [1:0-0-3 0-5-0] [6:0-5-0,0-3-01,[8:0-2-12,0-1-81,[10:0-3-0,0-3-01,[11:0-4-12,Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.48 11-12 >869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 8 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 11-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11,5-10,6-9,7-9 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=-391/Mechanical,1=1359/0-5-8,9=2007/0-3-8 Max Horz 1=295(LC 12) Max Uplift 8=-491(LC 17),1=-130(LC 12),9=298(LC 12) Max Grav 8=47(LC 12),1=1428(LC 17),9=2257(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2501/404,2-3=-2289/405,3-4=-1494/330,4-5=-1290/322,5-6=-731/160, 7-8=-84/463 BOT CHORD 1-12=-648/2236,11-12=-480/1657,10-11=-241/979,9-10=-103/401 WEBS 2-12=-398/244,3-12=126/671,3-11=728/310,4-11=-35/418,5-11=163/630, 5-10=-889/292,6-10=208/1201,6-9=1579/406,7-9=-6071164 �,��11111►0//// NOTES- ��, PS A. 1) Unbalanced roof live loads have been considered for this design. r`, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft; ,,� Cat. 0\1•'�G•E Ns+'•..Q�i�ii Ii;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 7-4-11,Interior(1)7-4-11 to 19-6-0,Exterior(2)19-6-0 F '. 00 to 29-7-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : No 39380 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 411 Z. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1b) 0•• ��v 8=491,1=130,9=298. ✓ ,� G R p ��, Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MlTek®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 �A y building design. Bracing iry.9cated is to prevent buckling of individual miss web and/or chord members only. Additional temporary and permanent bracing IY1�1eW 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,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply 713207206 15126TO T9 HALF HIP SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:28 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-vnOY4JdFr5yssTal?3CYhSBvTBNDNSrOFkLQ1 Szivfr 1-11-6 1-9-7 20-3-8 37-4-0 1-9-7 11 18-4-2 17-0-8 0-1-14 7x6 11 Scale=1:65.8 3x6= 16 17 18 19 20 21 22 23 24 252627 28 29 30 31 15 6.00 F12 14 13 12 11 10 9 8 3x6 i 60 7 5 6 � 4 3 2 m 1 0 3x5 i 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x6= 6x6= 37-4-0 37-4-0 Plate Offsets(X Y)-- [16:0-0-7,0-1-141,117:0-2-3,0-2-141,[17:0-1-11,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 32 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:414 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 31-32,30-33,29-34,28-35,27-36,25-37, 24-38,23-39,22-40,21-41,20-42,19-43, 18-44,16-45,15-46,14-47 REACTIONS. All bearings 37-4-0. (lb)- Max Horz 1=304(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)32,1,33,34,35,36,37,38,39,40,41,42,43,44,45,46, 47,48,50,51,52,53,54,55,56,57,58,'59 Max Grav All reactions 250 Ib or less at joint(s)32,1,33,34,35,36,37,38,39,40,41,42,43,44,45, 46,47,48,50,51,52,53,54,55,56,57,58,59 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-555/171,2-3=-499/141,3-4=-474/137,4-6=-441/124,6-7=-409/114,7-8=-377/103, 8-9=-346/91,9-10=-314/80,10-11=-283/69 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=40ft L=71 it;eave=2111;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-2-7 to 7-4-0,Exterior(2)7-4-0 to 20-3-8,Comer(3)20-3-8 toq P 0Ow n•S A. < , 27-5-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ®%% e 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry eeeo��`.. G•E�N S�,q2/X40 Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. �- 3) Provide adequate drainage to prevent water ponding. : No 39380 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. ; 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®'G • IT Z 8)`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 p 441 Will fit between the bottom chord and any other members. ®� ' v 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)32,1,33,34,35, .'�� O R X Q Q;•• =,00 36,37,38,39,40,41,42,43,44,45,46,47,48,50,51,52,53,54,55,56,57,58,59. 4j� is ,••,,. C?�v ioS,,O N A'�C�000 Thomas A.Alban!PE No.39380 MfTek.USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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,seeANSI/TPI I Quality Criteria,DSB-59 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 33610 Job Truss Truss Type e r Qty Ply T13207207 15126TO VT1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:29 2018 Page 1 I D:PGQmCm4FCJagcgYayMCaRHy7fQP-OzxwHfetcP4jTd9EZmjnDgj2NXhQ6119UO4zZuzlvfq 3-11-0 7-10-0 3-11-0 3-11-0 4x5 I 1 Scale=1:38.9 7.00 12 2 2x4 11 3x4 i 3 1 m 0 m 6 5 7 42x4 II 2x4 11 3x4= 7-10-0 7-10-0 Plate Offsets(X Y)-- [1:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=141/7-10-0,4=14117-10-0,5=321/7-10-0 Max Horz 6=-151(LC 10) Max Uplift 6=-91(LC 8),4=-67(LC 12),5=-68(LC 9) Max Grav 6=209(LC 18),4=205(LC 18),5=452(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-263/231 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=40ft;L=71ft;eave=8ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. ,,��t,1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `o S A. !j 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 `�®O��A;...... 4�e �oje will fit between the bottom chord and any other members,with BCDL=10.Opsf. �w� �` G E N s'• '92 ee 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4,5. V F•�•. ei m No 39380 esee�s.,•.p R XV Thomas A.Albani PE 1\1109380 Mrrek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek8 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 misses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street—'ulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ! Qty Ply T13207208 15126TO VT10 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:30 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-sgVIV?fVNjCa5mkQ7U EOmtGGRxt YrnsJj2q W 6Lzlvfp 2-1-2 4-2-4 -- 2-1-2 2-1-2 3x6= Scale=1:8.8 2 l7.00 FIT 3 i a ro 6 0 2x4 i 2x4 0-0 7 4-2-4 0-0-7 4-1-13 Plate Offsets(X Y)-- [2:0-3-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=124/4-1-6,3=12414-1-6 Max Horz 1=-20(LC 10) Max Uplift 1=-16(LC 12),3=-16(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71fh eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3. °e°e SPS A. �q4 'O' O . . . No 39380 4 - Iti C? lL"t ,° Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®wARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.10103/2015 BEFORE USE. ' Design valid for use only with MITek6 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` 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,seeANSI/TPI l Quality Criteria,DSE-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 33610 Job Truss Truss Type r Qty Ply T13207209 15126TO VT11 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:312018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-KM3gi Kg780KRjwJchBIFl5pMfLMnaAtSxiZ4enzivfo 3-11-8 7- 1-0 3-11-B 3-11-81 4x5 11 Scale=1:50.0 7.00 F12 2 3x4 2x4 II i 1 3 0 L6u� 6 5 4 2x4 11 3x4= 2x4 II 7-11-0 7-11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=14317-11-0,4=143/7-11-0,5=32417-11-0 Max Horz 6=-203(LC 10) Max Uplift 6=-170(LC 8),4=80(LC 12),5=155(LC 9) Max Grav 6=289(LC 11),4=227(LC 18),5=523(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-414/383 BOT CHORD 5-6=-262/270 WEBS 1-5=-291/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. ��161111f1�� ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and \�`,�O` PS A. q� �, forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <% Q 3)Gable requires continuous bottom chord bearing. e� �`•.•••G•E N S'•.'9 io 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V, F �� v 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 b 2-0-0 wide ' )` g p g y � No 39380 ' will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) 6=170,5=155. o • s a `v Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE A111-7473 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 p►� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing YVf1� eW 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,seeANSI/TPI I 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 33610 Job Truss Truss Type + r Qty Ply 713207210 15126TO VT12 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:32 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-oYd2wghmvKSl K4tpEuGUrI LUxl iOJeacAMJdADzlvfn 2311118 , - - , 3-11-811 .73 7 11 0-11-8 4x5 11 Scale:114°=1' 7.00 12 2 2x4 II 3x4 i 1 3 r' m � 6 6 5 4 2x4 II 3x4= 2x4 11 7-11-0 7-11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=143/7-11-0,4=143/7-11-0,5=324/7-11-0 Max Horz 6=-193(LC 10) Max Uplift 6=-154(LC 8),4=78(LC 12),5=-137(LC 9). Max Grav 6=269(LC 11),4=225(LC 18),5=509(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-382/351 BOT CHORD 5-6=-245/253 WEBS 1-5=-262/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=40ft;L=71111;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior.(2)zone;end vertical left and right exposed;C-C for members and 111111111111111 r forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�-'0 S A. 3)Gable requires continuous bottom chord bearing. %%�OMP Ade�I��e� 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`�+r ••° G•E N s+••.'7jL i� 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 •• V F ••, �� will fit between the bottom chord and any other members,with BCDL=10.0psf. : No 39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b) 6=154,5=137. � 3F 4u . eON A `/�� nlnl Thomas A.Albani PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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,seeANSI/TPI I 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 33610 Job Truss Truss Type i Qty Ply 713207211 15126TO VT13 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:34 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-kxlpLMiORxiOaOI BMJJywjRt6YOUnY5vegokF6zlvfl 3-11-8 7-11-0 3-11-8 3-11-8 4x5 Scale=1:42.0 7.00 12 2 1 2x4 11 3x4 i 3 1 t2 6 5 4 2x4 II 3x4= 2x4 II 7-11-0 7-11-0 Plate Offsets(XY)-- (1:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress[nor YES WB 0.18 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:54 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=14317-11-0,4=143/7-11-0,5=324/7-11-0 Max Horz 6=-165(LC 10) Max Uplift 6=-109(LC 8),4=-71(LC 12),5=-88(LC 9) Max Grav 6=228(LC 18),4=219(LC 18),5=472(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-298/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.50 3)Gable requires continuous bottom chord bearing. ,ItAIIIIIII1/1111 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S A. 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 eee �P • ;q4e will fit between the bottom chord and any other members,with BCDL=10.Opsf. ee E*�*�•• Ci N 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Ot=1b) : '� •• �,� S�.•. s=los. No 38380 Z. O•• •�v' < F • OR I'DC? e ON A Thomas A.Alban!PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.70/03/2075 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* 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,seeANSI/TPI I 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 33610 Job Truss Truss Type 4 Qty Ply T13207212 15126TO VT14 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:36 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-gJtZl2kGzZyj phBaTkLR?8W E W M3TFTNB5_HrJ_zlvfj 3-11-8i 7-11-0 3-11-8 3-11-8 4x5 11 Scale=1:35.9 7.00 12 2 3x4 2x4 11 i 1 3 14 It m � 1 6 5 7 42x4 II 2x4 11 3x4= 7-11-0 7-11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 ivIT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 cc 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 cc bracing. OTHERS 2x4 SP No.3 r REACTIONS. (Ib/size) 6=143/7-11-0,4=143f7-11-0,5=324/7-11-0 Max Horz 6=-136(LC 10) Max Uplift 6=-72(LC 8),4=-64(LC 12),5=-46(LC 9) Max Grav 6=194(LC 18),4=184(LC 18),5=432(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;8=401t;L=71ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exter[or(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. illi 1 ll I 1 I f/11� 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 ,off S A. �4 will fit between the bottom chord and any other members,with BCDL=10.0psf. �O� \V P. Ade �i� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4,5. �e`��O•' G•E•N S'•.'Q2•�i� No 39380 * s CC 00 . •��. sseO N A�`E ilnne Thomas A.Alban[PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 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* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabilcatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type i Qty Ply T13207213 15126TO VT15 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:37 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-9W QxzOkuks4aRrmml SsgYM3PGmPk_wELKeOOrRzlvfi 3-11-8 i7-11-0 3-11-8 3-11-8 4x5 11 Scale=1:29.5 7.00 12 2 3x4 2x4 11 i 3 1 N Li 6 5 4 2x4 I I 3x4= 2x4 11 7-11-0 7-11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a Na 999 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:43 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=143/7-11-0,4=14317-11-0,5=324/7-11-0 Max Horz 6=108(LC 11) Max Uplift 6=-58(LC 12),4=58(LC 12),5=-12(LC 9) Max Grav 6=170(LC 18),4=158(LC 18),5=344(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 ��,��vP S A. 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)6,4,5. O•°�i,•E N S+'•.'92�i� No 39380 o — op Al-E�,0 filThomas A.Albans PE No.39380. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 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 M!Tek* 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,seeANSI/TPI I 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 33610 Job Truss Truss Type i Qty Ply T13207214 15126TO VT16 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:40 2018 Page 1 I D:PGQmCm4FCJagcgYayMCaRHy7fQP-Z564bPnnOnS91J VLiaQNA_hwW zRRBI PnOCF2SIZlvff 3-11-8 7-11-0 3-11-8 3-11-8 4x5 11 Scale=1:23.7 i 2 7.00 F12 i 3x4 i 2x4 II 3 1 m 6 5 4 2x4 II 3x4= 2x4 11 7-11-0 7.11-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a rl/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=14317-11-0,4=143/7-11-0,5=324/7-11-0 Max Horz 6=-79(LC 10) Max Uplift 6=-51(LC 12),4=-51(LC 12) Max Grav 6=146(LC 18),4=153(LC 18),5=324(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 it;eave=Bft Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V11111111111111. 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 tail by 2-0-0 wide ,�� S A. will fit between the bottom chord and any other members. e�% N '44e 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4. ,�� G•E•N S • V F ' No 39380 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek(g)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 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,seeANSI/TPI I Quality Criteria,DSE-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. Tarrpa,FL 33610 Job Truss Truss Type i Qty 1 Ply T13207215 15126TO VT17 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:41 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-1 HgSplnPn5aOvT4XGHxciCD5ENnewlzwFG_c_Czlvfe 3-11.8 7-11-0 3-11-8 3-11-8 4x5 11 Scale=1:17.8 2 7.00 12 3 1 Io 4 2x4,5r- 2x4 11 2x4 7-11-0 7-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:28 lb 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 REACTIONS. (Ib/size) 1=161/7-11-0,3=16117-11-0,4=288/7-11-0 Max Horz 1=50(LC 11) Max Uplift 1=-37(LC 12),3=-37(LC 12),4=-3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71fh eave=8ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. %1t,11111111111,�� `�OMp,S A GENS' •'9 '� ' �'\ •'2"• No 39380 � * r � r e U :M— r �L_- i r • �V I Thomas A.Albans PE No.39380 MiTek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only Win 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' Is always required for stability and to prevent collapse with possible personal injury and property damage. For genera guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and toss systems,seeANSi/TPI I Quality Criteria,DSE-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from TRm Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13207216 15126TO VTI 8 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:43 2018 Page 1 i D:PGQmCm4FCJa9cgYayMCaRHy7fQP-zgoCDRpfJigk9mDwOiz4odITRBUaOfI DiaTi34zlvfc 2-9-11 5-7-6 2-9-11 2-9-11 4x5 11 Scale=1:12.7 2 7.00 Ft2 3 1 a q a =o 6 d 4 2x4 i 2x4 I I 2x4 5-6-15 5-Z-6 5-6-15 0- -7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=95/5-6-8,3=95/5-6-8,4=173/5-6-8 Max Harz 1=29(LC 11) Max Uplift 1=-22(LC 12),3=-22(LC 12),4=-3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=71ft;eave=8ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. ♦♦66! I f/�� No 39380 10 '.�O•.• F •'��v, sl0N AL♦E�.C�0. initis Thomas A.Albanf PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITeW 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' 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` 7 Qty PlyI T13207217 15126TO VT19 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:45 2018 Page 1 1 D:PGQmCm4FCJa9cgYayMCaRHy7fQP-w2vze7rvrK5SO4NJV7?Yt2ogN_ADsZAW 9typBzzivfa 6-11-1 13-10-1 6-11.1 6-11-1 5x6= Scale=1:25.2 5 4 6 7.00 12 7 3 Ik 8 z 9 1 n r- v v 6. o o 3x4 i 16 15 14 13 12 11 10 3x4 13-10-1 13-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:65 lb 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 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 13-10-1. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (Ib)- Max Harz 1=-80(LC 10) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 Ib or less at joint(s)14,15,16,12,11,10 GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSUTPI 1. Max Grav All reactions 250 Ib or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8lt Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) fbetween the bottomchord andany other members. This truss has been designed for a n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I 0, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,12,11, eo • e No 39380 • s • F Thomas A.Alban!PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE mit-7473 rev.10/032015 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 appiicabflity 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• 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,seeANSI/TPI I 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 33610 Job Truss Truss Type r Qty Ply 713207218 15126TO VT2 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:46 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-OETLsTrYcdDJOEyV3rXnP Fwy5OUfb_lgOXi NgPzlvfZ 3-11-0 7-10-0 3-11-0 3-11-0 4x5 11 Scale=1:36.9 7.00 F12 2 2x4 11 3x4 i 3 1 I 6 5 7 42x4 II 2x4 11 3x4= 7-10-0 7-10-0 Plate Offsets(X Y)-- 11:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=141!7-10-0,4=141/7-10-0,5=321/7-10-0 Max Horz 6=-141(LC 10) Max Uplift 6=-79(LC 8),4=-65(LC 12),5=-54(LC 9) Max Grav 6=198(LC 18),4=189(LC 18),5=438(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5:Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t1111111111111 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 ,OO•S A. sus,, will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� P ;q e 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4,5. ,e��.� .•° G•E•N S°• '92 i� No 38380 s;O N A�W, 0,�� Thomas A.Albani PE No.39380 MITek USA,Inc.R_Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based ody upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall EF 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 properly damage. For general guidance regarding the fatxicotiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 33610 Job Truss Truss Type r Qty Ply 713207219 15126TO VT20 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:47 2018. Page 1 1 D:PGQmCm4FCJa9cgYayMCaRHy7fQP-sR t j3psANxLAdOXhdY20yTT4joosKSxpdBRwCrzlvfY 5-10-14 11-9-13 5-10-14 5-10-14 5x6= Scale=1:22.6 2 7.00 F12 3 i � a 00 o c, 3x4 i 2x4 4 3x4 0- -7 11-9-13 0-90-7 11-9.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:40 lb 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 REACTIONS. (Ib/size) 1=203/11-8-15,3=203/11-8-15,4=452/11-8-15 Max Horz 1=-68(LC 10) Max Uplift 1=-39(LC 12),3=39(LC 12),4=-31(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-294/116 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=40ft L=71ft eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 tom chord and any 6 Provide mechanical al ctonnection by others other truss tlo bearing late capable of withstanding 100 lb uplift at'oint s 1,3,4. ,,��n,Ps, ( Y ) 9P P 9 P 1 O \V � •' e,9 'moi No 39380 0 e N Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. � Design valld for use only with MITek9 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 vedty 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• 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trras Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply T13207220 15126TO VT21 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:49 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-op9000uQvYbtthh4kz4U1tYSbbVioN_64Vwl HkzlvfW 4-2-5 8-4-10 4-2-5 4-2-5 Scale=1:16.9 4x5 11 2 7.00 F12 3 1 d a b •o 0 6 4 2x4 i 2x4 11 2x4 0- -7 8-4-10 0- 7 8.4-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=153/8-3-13.3=153/8-3-13,4=279/8-3-13 Max Horz 1=46(LC 10) Max Uplift 1=35(LC 12),3=-35(LC 12),4=-5(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=40ft;L=71ft;eave=81t;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. �e��1{ !1 fit, GEN 00 No 39380 OR X O Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance Warding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type > Qty Ply 713207221 15126TO VT22 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:52 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-DOgc6W wICTzSk9Pf P5d Bf W AOYpZv?j 1 YmT9ht3zlvfT 2-5-12 4-11-8 2-5-12 2-5-12 4x5 11 Scale=1:9.9 2 7.00 12 3 1 a a =o 0 0 4 2x4 i 2x4 12x4 0- 7 4-11-8 0_9u7 4-11-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 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 REACTIONS. (Ib/size) 1=81/4-10-10,3=81/4-10-10,4=148/4-10-10 Max Horz 1=24(LC 11) Max Uplift 1=-19(LC 12),3=-19(LC 12),4=-3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. o�0 0 A ri S• •� �� No 39380 F 44/41 : .�O C? � �arn� Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MnrEK REFERANCE PAGE 11,111-7473 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.Addillonal temporary and permanent brining 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,seeANSI/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 33610 Job Truss Truss Type 5 Qty Ply 713207222 15126TO VT23 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:54 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-9nyNXCyZj5DAzSZ1 XW gfkxGKW cDnTebrEneoyyzlvfR 7-5-2 11-2-2 18-7-5 7-5-2 3-9-0 7-5-2 Scale=1:30.2 3x6= 6x6 2x4 11 3 4 5 7.00 12 2x4 11 2x4 11 6 v 2 t 7 1 a a o •o 6 0 3x4 i 12 11 10 9 8 3x4 2x4 11 3x6= 2x4 11 2x4 11 2x4 11 0- -7 18-7-5 0- -7 18-6-14 Plate Offsets(X,Y)-- 14:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight:72 lb 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 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-6-7. (Ib)- Max Horz 1=-87(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,9,10,12,8 Max Grav All reactions 250 Ib or less at joint(s)1,7 except 9=338(LC 18),10=383(LC 17),12=300(LC 1), 8=321(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. W EBS 6-8=-252/158 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=Sft;Cat. ll;Exp B;Encl.,GCpi=0.1 S;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. If!I 4)Gable requires continuous bottom chord bearing. ,0� S A, 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 w,O��O•' G•E•N S;•• '92�i� will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• �•••• �' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,10,12,8. = No 39380 "d • c i • C? � A` Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 verity 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 fabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type Qty 1 Ply 713207223 15126TO VT24 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:21:58 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-1 YCtNZ?3nJjcS4tomMkbunQOJ Eb9PQnR9Pc?5jzlvfN 7-7-1 15-2-2 7-7-1 7-7-1 5x6= Scale=1:28.3 3 7.00 F12 2x4 11 2x4 11 4 2 5 Li 1 a d o 0 d 3x4 e 7 6 3x4 2x4 11 2x4 11 2x4 11 15-1-12 15,2-2 15-1-12 0-0-7 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight:57 lb 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 REACTIONS. All bearings 15-1-5. (lb)- Max Horz 1=-89(LC 10) Max Uplift All uplift 100 Ib or less at joints)8,6 Max Grav All reactions 250 Ib or less at joint(s)1,5 except 7=267(LC 1),8=339(LC 17),6=339(LC 1 S) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-258/162,4-6=-258/162 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=Sft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This fit between the bottom chord and ned for a Jive load of 20.Opsf any other members.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S,%%'0N �A. 44,s,, , 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. %N \�,• No 39380 yt = _ * s 0 •�44/: • O R 1 ,;S N A'1E e%%` Thomas A.Alban[PE No.39380 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIV REFERANCE 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 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 Injruy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSWI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute,218 N:Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply 713207224 15126TO VT25 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:01 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-S7tO?b1g4E6AJXbNRUIIW P2UFRaBcnOtrNgfi2zlvfK 5-10-8 11.9-0 5-10-8 5-10-8 5x6= Scale=1:22.5 2 7.00 FIT 3 1 a a bO OXXXO 3x4 i 2x4 4 3x4 11-8-911 -0 11-8-9 0- -7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:40 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 REACTIONS. (Ib/size) 1=202/11-8-2,3=202/11-8-2,4=449/11-8-2 Max Horz 1=-67(LC 10) Max Uplift 1=-39(LC 12),3=-39(LC 12),4=-31(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-292/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 l fit tween the bottom d any 6 Prlovideemechani al connection d brothers other of truss to bearing late capable of withstanding 100 Ib uplift at'oint s 1,3,4. ��tt,1"i I",'I��t[ ( Y ) 9 P P 9 P 1 O S A. A4e GE•N q �i No 38380 40 O N AX- % Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE 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 bu9cliIs lwaayysdrequuired for�stability nanied Is to d to prevent nt collapse wevent ith ipoIndividual ssible personal Injury and/or property damage.nF r general guidancetional egarding the and permanent bracing MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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 33610 Job Truss Truss Type , i Qty Ply T13207225 15126TO VT26 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:02 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-wJRODx2arYE1 xhAa?CpX3dbhNrxnLFD041 aDEUzlvfJ 4-1-15 8-3-14 4-1-15 4-1-15 Scale=1:16.8 4x5 11 2 7.00 FIT 3 1 Li a v o =o 0 d 4 2x4 i 2x4 11 2x4 0-A-7 8-3-14 0- -7 8-3-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:27 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 REACTIONS. (Ib/size) 1=15118-3-0,3=151/8-3-0,4=276/8-3-0 Max Horz 1=-46(LC 10) Max Uplift 1=-35(LC 12),3=-35(LC 12),4=-5(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=71ft;eave=Bft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. A '�pMPS No 38380 -13do �• .0 C) s�"fill 1110'*0 Thomas A.Albani PE No.39380 MfTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; February 12,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M!I-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.lhls 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 balding 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 wrih possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type i Qry Ply T13207226 15126TO VT27 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:04 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-siZ9ed3gN9UIA?Ky6dr?82g3Yefkp90JXL3KIMzlvfH 2-5-6 4-10-12 2-5-6 2-5-6 2 4x5 11 Scale=1:9.8 7.00 12 I 3 1 q V a o 0 0 4 2x4 i 2x4 II 2x4 4-10-5 4-1p 12 4-10-5 0-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-12 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 REACTIONS. (Ib/size) 1=80/4-9-14,3=80/4-9-14,4=146/4-9-14 Max Horz 1=-24(LC 10) Max Uplift 1=-18(LC 12),3—18(LC 12),4—3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft;L=71ft;eave=8ft Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. NS .�,<•� . G E�N No 39380 F s�O N A�I" % Thomas A.Alban[PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE 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 properly Incorporate this design Into the overall 1' 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 buss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type 9 i Qty Ply 713207227 15126TO VT3 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:06 2018 Page 1 ID:PGQmCm4FCJagcgYayMCaRHy7fQP-o5hv2154vnkTPJULEI uTDTIM2SJaH2Lc_fYQNFzlvfF 2-11-97-10-0 3-11-0 3-11-0 4x5 11 Scale=1:30.5 7.00 F12 2 11 3x4 5- 132x4 1 N N LJ 6 5 4 2x4 11 2x4 11 3x4= 7-10-0 7.10-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 4 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structuraf wood sheathing directly applied or 7-10-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=141[7-10-0,4=14117-10-0,5=321/7-10-0 Max Horz 6=-113(LC 10) Max Uplift 6=-59(LC 12),4=-59(LC 12),5=-19(LC 9) Max Grav 6=174(LC 18),4=158(LC 18),5=345(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40th L=71ft;eave=81h Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 ,�� S A. will fit between the bottom chord and any other members. %% 0 ..•• Ade ��j, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4,5. ��.r G E N 5+�.'92�e-i No 39380 =-0 % Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERA NCE PAGE M11-7473 rev.10/032015 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 tracing M iTe 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,seeANSI/TPI1 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 33610 Job Truss Truss Type r Qty Ply 713207228 15126TO VT4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:07 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-GHEHGe6jf4sK1 S3XoIPimglXosfpOW21DIH_vhzlvfE 3-11-0 7-10-0 3-11-0 3-11-0 4x5 11 Scale=1:24.6 2 7.00 F12 2x4 I 3x4 i 3 1 N U) 2x4 II 3x4=5 42x4 I 7-10-0 7-10-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-0 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=141/7-10-0,4=141/7-10-0,5=321/7-10-0 Max Horz 6=-84(LC 10) Max Uplift 6=-52(LC 12),4=52(LC 12) Max Grav 6=149(LC 18),4=152(LC 18),5=324(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �111j11 1 11111111, 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 ♦'� n p S A. will fit between the bottom chord and any other members. % �`V e �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4. ♦��.. G•E N S'-.; i No 39380 O�� .•COR 1 O P.�N C? Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE 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 verity 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• 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,seeANSI/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 33610 Job Truss Truss Type , r Qty Ply 713207229 15126TO VT5 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 6.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:09 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-DgM2hK7zBi62GmDwvARAr5NsxfK3UQu2hcm4_azlvfC 3-11-0 7-10-0 3-11-0 3-11-0 4x5 11 Scale=1:18.9 2 7.00 F12 3 1 N Q 10 1 4 3x4= 2x4 11 3x4= 7-10-0 7-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight:29 lb 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 REACTIONS. (Ib/size) 1=167/7-10-0,3=167/7-10-0,4=293/7-10-0 Max Horz 1=54(LC 10) Max Uplift 1=-39(LC 12),3=39(LC 12),4=-2(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=71 ft;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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.Opst 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 lb uplift at joint(s)1,3,4. 00 N { �A!. 44 d %e%0 ..`S Ae��io e No 39380 00 rse, ••• R A�� nano Thomas A.Alban!PE No.39380 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE 111II--7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllfekm 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bci rang MiTek• Is always required for stablllty 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 in=systems,seeANSI/TPIl 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 33610 Job Truss Truss Type r Qty Ply 713207230 15126TO VT6 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:10 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-hswQug8by?Evuwn6TtyPOJw4G3hi DsOCvGW eW OzivfB 3-0-15 6-1-14 3-0-15 3-0-15 4x5 I I Scale=1:13.5 2 7.00 FIT 3 1 a a 0 =0 0 0 4 2x4 i 2x4 II 2x4 0- -7 6-1-14 0- -7 6-1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.11 Vert(LL) n/a fila 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:20 lb 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 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=106/6-1-0,3=106/6-1-0,4=194/6-1-0 Max Horz 1=32(LC 11) Max Uplift 1=-24(LC 12),3=-24(LC 12),4=-3(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=40ft;L=71 ft;eave=8ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. e%`,MPS!A�1A��,,'' O .......... GE . ••9 �'s �,��°•�'� • •N F •'2� o No 39380 a � a CC r 1 i %�,n�s • O R `Q P N2�,; Thomas A.Albani PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE 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 properly incorporate this design Into the overall p budding design. Bracing Indicated is 10 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 fabilcatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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 33610 Job Truss Truss Type Qty Ply 713207231 15126TO VT7 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:11 2018 Page 1 I D:PGQmCm4FCJa9cgYayMCaRHy7fQP-92Uo609DjJMmW 4MI1 bTewW TG 1 T2VyJfL8wFB2SzIvfA 6-6-6 13-0-13 6-6-6 6-6-6 5x6= Scale:1/2°=V 5 6 7.00 12 4 7 3 6 2 9 Li1 o Y o o 6 3x4 i 16 15 14 13 12 11 10 3x4 13-0-13 13-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code'FBC2017/TP12014 Matrix-S Weight:60 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 13-0-13. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (lb)- Max Horz 1=75(LC 10) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 Ib or less at joints)14,15,16,12,11,10 GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Grav All reactions 250 Ib or less at joint(s)1,9,13,14,15,16,12,11,10 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.opsf;BCDL=5.Opsf;h=251t;B=40ft;L=71 ft;eave=8ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)I This truss has between the n designed herd and liveany other omembersof 20.Opsf n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,,``SPS Ad 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,12,11, % 0 \v`. 10. No 39380 • yt do .� fill l N Al�E ON Thomas A.Albani PE No:39380. MiTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 12,2018 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and is form Individual building component,not a truss system.Before use,the bullding 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, Is always required for stability and to prevent collapse with possNe personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 33610 Job Truss Truss Type , Cly Ply 713207232 15126TO VT8 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:12 2018 Page 1 I D:PGQmCm4FCJagcgYayMCaRHy7fQP-d F2AJMgrUdUd7ExVal_tTk?MJtLKhmHVNa?lbvzlvfg 5-6-4 11-0-8 5-6-4 5-6-4 4x5 11 Scale=1:21.0 2 7.00 12 3 1 a o 6 0 2x4 2x4 14 2x4 0- -7 11-0-8 0- -7 11-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:37 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 REACTIONS. (Ib/size) 1=189/10-11-11.3=189/10-11-11,4=420/10-11-11 Max Horz 1=-63(LC 10) Max Uplift 1=-36(LC 12),3=-36(LC 12),4=-29(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-273/109 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=40ft L=71ft;eave=8ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)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)Gable requires continuous bottom chord bearing. 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 "fill fit tween the tom chord d any 6 Provide em chani al ctonnection brothers other truss tlo bearing late capable of withstanding 100 Ib uplift at'oint s 1,3,4. �%�,,�`611 rI ( Y ) 9 P P 9 P 1 O OPS A' ,g4e,��i No 39380 WR� ��e 10 41 ON A; Thomas A.Afbani PE No.39380 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11911-7473 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 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, 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,seeANSI/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 33610 Job Truss Truss Type r Qty Ply T13207233 15126TO VT9 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 12 10:22:13 2018 Page 1 ID:PGQmCm4FCJa9cgYayMCaRHy7fQP-5RcYW iATFwcTINW h80W 6?xYaJHjkQD?ebEkl7Lzivf8 3-9-11 7-7-6 3-9-11 3-9-11 Scale=1:15.7 45 11 2 7.00 F12 3 1 a V 0 =o 6 0 4 2x4 i 2x4 11 2x4 0-Q 7 7-7-6 0-11-7 7.6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a r11a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:25 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=137/7-6-8.3=137/7-6-8,4=24917-6-8 Max Horz 1=41(LC 11) Max Uplift 1=-31(LC 12),3=-31(LC 12),4=4(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=40ft;L=71ft;eave=8ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,3,4. No 39380 ism'� •� � R�Q•• ��°,� �N A �`E� °°a still ® 11111 Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wilh 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 verity 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 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,seeANSI/TPI l 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 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 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. 0'1/16c1-2 c2-3 2. Truss bracing must be designed by an engineer.For rr wide truss spacing,individual lateral braces themselves oLC7-8 WEBS N 4 may require bracing,or alternative Tor I � r 3. Never exceed the design loading shown and never �° Mstack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cb7 csa designer,erection supervisor,property owner and plates 0-1/ib' 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 atjoint 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 ANSI/TPI 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 use with fire rets dant preservanote ,this tive treated,en Is not ficable or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values 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. � 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: 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. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015