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412 Treasure Ln 16-3075; NEW SFH1, COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100006 DATE: November 22, 2016BUILDINGAPPLICATION4: 16-10000624 BUILDING PERMIT NUMBER: 16-10000624 UNIT ADDRESS: TREASURE LN 412 21-19-30-5TT-0000-0240 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG. SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL_ INC. ADDRESS: 151 SOUTHHALL LN., #200 MAITLAND FL 32751 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 412 TREASURE LN. LOT 24 / SFR THORNBROOKE PH I FEE BENEFIT RATE UNIT CALC UNIT TOTALTYPE DUE DIST SCHED RATE UNITS TYPE I --------------------------------- ------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS 705.00COLLECTORSNIA SinleFamily Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housin 54.00 1.000 dwl unitSCHOOLS 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT > TRECEIVED (R-08-4% VV\ (-S$_I'GBY: U RE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4--LAND MANAGEMENT ov NOTE** PERSONS ARE ADVISED THAT T IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THh REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR RE?UESTED, FIRSTTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRSTRE T, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 111 1 111111111111111111111111111111111111 W',, Y,,)11 d[ 110RS!`11-,Il 10,11-E 0UHTY C'.i Fits 'cJI= IF;C:.I:I:T (:0URT caJC leTR0L.1.E %= CLERK'S 0 2016118800 Parcel ID Number: 21-19-30-5TT-0000-01 0 I f Gtil'1:;1`:G at:_:f 'i ti;. 'f ii L :2 Pil Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbroo a Phase 1, according to the plat thereof, as recorded in Plat Book 79, Page 3-7, of the public records of Seminole County, Florida' Addresses : za «.,, K •"-- ....___ Sanford FL 2. General description of improvements : New Town Home Unit 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR 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 INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : #Ws ignature of Owner's Agent: John Asa Wrigh71daTaylorMorrisonc. Sworn to and subscribed before me this by John Asa Wright who is personally known to me. NotaryPublic l k5 y PU6U \( yd9 My commission expires 6/27/19 ,`;•'"'Q Ne Serial No. FF20910k, ; ary Signature: i ' gar*1ca1: srniao 4 { x x i 'Is% 111 a T CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -3 0 Documented Construction Value: $ 7 T Job Address: 4qA zLod-011- Aage Historic District: Yes 1-1 No EX Parcel ID: ' I -19-30-,5TT -0000-!224 0 Residential Commercial El Type of Work: New 0 AdditionEl AlterationEl RepairEl DemoEJ Change of UseEl MoveEl Description of Work: NEW SINGLE FAMILY HOME - THORNEBRQQK PHASE / Plan Review Contact Person: Phone: 407-257-694Q - Fax: Clark Title: Ff - Imm in, nmm :_q Property Owner InformationNameTAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Name Contractor Information N ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE# 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/ A Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. 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 standards of all laws regulating 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, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in COMDliance with all applicable laws regulating construction and zoning. A/ Ak Signature o 7ncr/,\7gcnt- Date signatU/11 f Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Own Print Contract s Name Signature OTA W- Late of Florida Date/ SiuNotary-Statc of Florida Date Q. A, CLARK IleeD. A. CLARK My COMMIHION # FF 200108 MyComijISSO # FF 209108 EXP1R; S:Jane 2T2019 EXPIRES: Juno 27, 2019 Sanded AN Budget Notary Servkos Owner/ Agent is )E& Persona" 0 WNj# MS N N,11111 1111i" 31 Contractor/Agent is Y99 Personally Known to Me or Produced ID _NLA_ Type of ID Produced ID _N4A_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[E Electrical Mechanical Plumbing[ 21 Gas[] RoofE] Construction Type: 4 -V2 Occupancy Use: q3 Flood Zone: L Total Sq Ft of Bldg: Min. Occupancy Load:g #of Stories: 7- New Construction: Electric - # of Amps 7- Fire Sprinkler Permit: Yes [] No [E # of Heads Plumbing - # of Fixtures D Ll Fire Alarm Permit: Yes [] No 5j" APPROVALS: ZONING: 1 UTILITIES: WASTE WATER: I k ENGINEERING: V\7(- t *-FIRE: BUILDING: COMMENTS: Ok to construct single family home with setbacks shown. Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: .- -3 Q 72 Documented Construction Value: $ ?0 G/ Job Address: / T x lGf Historic District: Yes No Parcel III: 21-19-30-5 -0000- Q24 0 Residential ly Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SJUGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER Plan Review Contact Person: Daphne Clark Title: Phone: - - Fax: Email: r i r r Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N LA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in cam fiance with all applicable laws regulating construction and zoning. Signature o—crhAgent Date Signatu of Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC Print OwnerlAge 's / Signature o - tate of Florida Date D. A. CLARK MY COMMISSION # FF 209108 n1v1C OCEnnddXe PIIREES: June 27, 2019 Owner/ Agent 1S Personally, `6F No"r, ler ices Produced ID NIA Type of ID JOHN ASA WRIGHT Print Contract ! s Name VY/( SiNotary -State of Florida D v lw, 0, A, GLARK RRRMY COMMISSION t FF 200108 EXPIRES: June 27, 2019 Bondid Thro Budget Notary Servkes Contractor/ Agent is M Personally Known to Me or Produced ID NIA_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: a11'4?/- WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Iftctive August 2016 - February 2017 BPA 16-3075 412 Treasure Ln Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 38521square feet I SQUARE FOOTAGE OF GARAGE ONLY: I 4471square feet I SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 42991square feet I Dollar Valuation of Work: 453,877:41 State Fee: 138.1 Permit Fee 3,217.15 Application Fee: 25.0 Plan Review Fee: 1,361.6 Total Building Permit Fees: 41,741.8 Plumbing Fixture Calculation 16-3075 412 Treasure Ln Bath Tubs 3 Sinks I Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection I Washing Machines 1 Ice Maker 1 Water Closets 4 Laundry Tubs 1 Water Heaters 1 Lavatories 6 Water Piping 1 Pool Piping Water Softener Shower 1 1 1 Total Plumbing Fixtures - 24 Permit #: 1 6- 3075 Address: 412 Treasure Ln Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 3.5 Square Footage: 4299 Plumbing Fixtures: 24 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 22 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 16-3075 Address: 412 Treasure Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill J Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence RJ81, RCA ,,LCAA , Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min WE, Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final I I MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final L I I REVISED: June 2014 Revision 0 City of Sanford Response to Comments 'Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfbrdfl.gov Permit # Submittal Date— 12-113 IF Project Address: Contact: Ph: 407-257-6940 Email: daphnedarkinc@cf1,rr,com Trades encompassed in revision: 0 Building El Plumbing El Electrical El Mechanical El Life Safety El Waste Water Department El Utilities 11 Waste Water 0 Planning Engineering Fire Prevention ME General description of revision: ROUTING INFORMATION Approvals 11 Building SP 1-,-t7 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3075 Date: 12/08/2016 Contact Person: Daphne Clark Contact Phone Number: 407.257.6940 Contact Fax Number: 407.905.5736 Contact E-mail Address: daphneclarkine(a-)cfl.rr.com Project Description: New Single Family Home Job Address: 412 Treasure Lane (Lot 24) The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original Albrilittal. Changes to construction documents that require an Architect or Engineers seal intist be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental inforination as requested. COMMENTS: 1. Slicet 2B I indicates a gas dryer will be installed. Please revise or provide a gas rise['. FBC 107 2. A plumbing DWV riser is required to be submitted for review. I`BC 107 3. Tile I IVAC duct layout Is too small and not legible. Please provide the FIVAC (ILICt layout on ledger size paper for clarity. FBC 107 4. A receptacle is required on the wall by the front door. FBC 107. NEC 210.52(1) Respecti'Lilly, Steve Fiorey residential Plans Examiner December 9. 2016 Attn: City ol'Sanford Building Dept. Plan Review Re: Tavlor Morrison Iota t'rttt Lot 24 ThornbrookeMRTNtK Sanford, Fl, 32772 Applic. No. 16-3075 COMPLETED RE-MSIONS TO INCLUDE: L REMOVED ALL NO I'FIS FOR GAS ATT111'. DRYER DRYER. 2. ADDED OUTLET BY FRONT DOOR. R-1 Thank you, David Knickerbocker Davis Bews Design Group, Inc. City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne()permitspermitspermits.com Property Address: 412 Treasure Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-5TT-0000-0240 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FUJ New structure F-1 Existing Structure (pre-2007 FIRM adoption) 0 Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 10 W W, gg g""""&'"y Flood Zone: X Base Flood Elevation, N/A Datum: N/A FIRM Panel Number, 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: D The parcel is in the: 0 floodplain El floodway 0 A portion of the parcel is in the: 0 floodplain El floodway The parcel is not in the: [Wfloodplain Ofloodway The structure is in the: Ofloodplain F-Ifloodway The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-3075 Reviewed by: Michael Cash, CFM Date: November 22, 2016 U Application for Right -of -Way Use for Driveway, Walkway & Landscape OR I D,1 Department of Planning & Development Services1877 — w,sarsford&qo 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407,688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed, 15- KROW what's bellOW, 7NkV,iWatV 40 7- c:2.a Z Call before you dig. 1. Project Location/Address: 49+f 2, Proposed Activity: Driveway 1-1 Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work, OwlpewAi Y Aak AIRA( SM Maintenance Responsibilities/indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed Linder this Agreement, This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto, Requester may, with written City authorization, remove said installabon/improvement rutty restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-d-way. if the Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way, to its preyious condition. the City shall, after appropriate notice,, restore the area to its Previous condition at the Requesters expense and, it necessary, file a lien on the Requester's property to recover costs of restoration, To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councipersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including cost-, of defense, settlement, and reasonable affarney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Co's right-of-way. I have read and u nd the above statement and by signing this application I agree to its tents, I hereby understand Vpatents, ail city fees related to this application as required by the ciys adopted Fee Resolution. Signature: Date // 4/ This permit shall be posted on the site during construction. ' Please call 407,688.5080, ExiL 540124 hours in advance to schedule a pro -pour inspection I Pre -pour Inspection by: Date: I ROVY um, Driveway C'df SCPA Parcel View: 21-19-30-5TT-0000-0240 http://parceldetail.scpafl.org/ParcelDetaiIItifo.aspx?PlD=2119305T'FO... Prog2rty Record Card wit Parcel: 21-19-30-5TT-0000-0240 R Owner: TAYLOR MORRISON OF FL INC Prop" Address: 412 TREASURE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-5TT-0000-0240 2017 Working 2016 Certified Owner TAYLOR MORRISON OF FL INC Values Values Valuation Method Cost/Market Cost/Market Property Address 412 TREASURE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNBROOKE PHAS,E-1 Depreciated EXFT Value Tax District SI-SANFORD Land Value (Market) $48,500 48,500 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions JusttMarket Value $48,500 48,500 Portability Adj Save Our Homes Adj $0 0 Amendment 1 Adj $0 650 P&G Adj $0 0 Assessed Value $48,500 47,850 4 Tax Amount without SOH: $964.082" 9"08 120 Tax E§tjM_qtqr Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 24 THORNBROOKE PHASE I PB 79 PGS 3 TO 7 Taxes Taxing Authority Assessment Value Exempt Values Schools 48,500 0 City Sanford 48,500 0 SJWM(Saint Johns Water Management) 48,500 0 County Bonds 48,500 0 County General Fund 48,500 0 Sales Description Date Book Page Amount No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price LOT Building Information Permits Permit # Description Agency Amount CO Date Qualified Taxable Value VactImp Land Value 48,500.00 Permit Date 48.500 48,500 48,500 48,500 48,500 48,500 1 of 2 11 / 14/2016 2:30 PM EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrofti EACH ANAGENT OF: TO BE MYLAWFUL ATTORNEY |NFACT TOACT FOR MEAND APPLY TO THE BUILDING DEPARTMENT OF: FOR ABUILDING PERMIT FOR WORK TOBEPERFORMED AT LOTNUM8ER: SUBDIVISION: AND TO SIGN MYNAME AND DOALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. NAME OF QOHTRAQTOR,) QGNOUBE OF CONTRACTOR.) CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument way acknow)adge before me t is DATE: /(/(q /A uy Who ispersonally xmx* tonmand did not take an oath. STATE OF FLORIDA COUNTY OFORANGE. NAME:Kimberty Carter NyCommission # FF228021 4§ IGTUIRE OF NOT& BY: qQjARY 9-AL Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: MAVI! i 2 f I Project Name: Building Permit #: A I Project Address: 7,11'We(ze Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following. 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2The facility will not be occupied until a certificate of occupancy has been issued. 1 If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees. 4, Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector, 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a looking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. CL IL Ll'k Print Name of Owner/Tehint Atgnaiture of Owner/T! t 0 JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Name of Gen. Co4actor tgrtature of Gen. 9j'atracforA V A 14 1- 17 J"f .4 Gen. Contractor License # 6 Im 1 114 V_ Print Name of El. Contractor Signature of tl Contractor El. Contractor License # CALLED INTO: b Progress Energy o Florida Power and Light on */ I /' Rev, 4/20107) FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot24Thombrooke Eden I I IAGRW Builder Name: Taylor M 9rrisoni Homes 4F N Street: 4fz, Awow 44Ae- Permit Office: , IN11" F 0 City, State, Zip: FL, Permit Number: 7 R F) Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3543.6 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1762,50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1561,80 112 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=110 219.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2034,0 sqft.) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=30.0 2007.00 ft2 6. Conditioned floor area above grade (ft2) 3422 b. Knee Wall (Vented) R=30.0 27.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R W 7, Windows(565.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 348 a. U-Factor: Dbl, U=0.34 315.38 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336.4 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.58 168.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a, Central Unit 25.2 SEER:16.00 b, Central Unit 25.2 SEER:16.00 c. U-Factor: Dbl, U=0.34 38.54 ft2 SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 44.00 ft2 a. Electric Heat Pump 21.8 HSPF:9,00 SHGC: other (see details) b, Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.983 ft. Area Weighted Average SHGC: 0.297 14, Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (3422.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1740.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1428.00 ft2 None c. other (see details) R= 254.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.165 Total Proposed Modified Loads: 88.53 PASS TotalBaselineLoads: 89.78 1 hereby certify that the plans and specifications covered by Review of the plans and dF t S74p, this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates i f lz calculationcompliancewith the Florida Energy Code. I' PREPARED BY: Before construction is completed J 04 , J- DATE: 10/26/16 this building will be inspected for A, 0 4 compliance with Section 553.908 I hereby certify that this building, as desigrjpd, is in compliance Florida Statutes. Q10r) withtheFloridaEnergyCode. WE OWNER* V 4 z/zL: BUILDINGOFFICIALDATE: 1: DATE: 1. 17 Compliance ? equires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/ 26/2016 9:02 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot24ThombrookeEdenlllAG Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3422 Lot 9 Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1740 16182 2 Block2 1682 15138 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1740 16182 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1682 15138 No 0 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 254 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio, 1st Floor 1673 ft 0 1740 ft' 0,49 0 0.51 3 Floor Over Other Space 2nd Floor ---- ---- 1428 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2230 ft' 500 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1994 f12 N N 10/26/2016 9:02 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 2nd Floor 30 Batt 27 ft' 0.11 Wood 2 Under Attic (Vented) 1st Floor 30 Blown 216 ft' 0.11 Wood 3 Under Attic (Vented) 2nd Floor 30 Blown 1791 117 0.11 Wood WALLS cavity Width Height Sheathing Framing Solar BelowVAdjacentOmtToWaitTypeSpaceR-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame - Wood 2nd Floor 13 56 6 9 0 508.5 W 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 53 11 9 4 503.2 W 0 0 0,6 0 3 NE Exterior Frame - Wood 2nd Floor 13 4 11 9 0 44.3 ft2 0 0.23 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 41 4 11 9 4 45.9 W 0 0 0,6 0 5 E Exterior Frame - Wood 2nd Floor 13 33 0 9 0 297.0 W 0 0,23 0.6 0 6 E Exterior Concrete Block - Int Insul 1st Floor 4.1 33 0 9 4 308.0 ft' 0 0 0.6 0 7 SE Exterior Frame - Wood 2nd Floor 13 4 11 9 0 44.3 W 0 0.23 0.6 0 a SE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 f12 0 0 0.6 0 9 S Exterior Frame - Wood 2nd Floor 13 56 6 9 0 508.5 ft' 0 0.23 0.6 0 10 S Exterior Concrete Block - Int Insul 1st Floor 4,1 51 0 9 4 476,0 ft' 0 0 0,6 0 11 W Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 12 W Exterior Concrete Block - Int Insul 1st Floor 4.1 19 7 9 4 182.8 ft' 0 0 0.6 0 13 Garage Frame - Wood 1st Floor 13 23 6 9 4 2193 W 0 0.23 0.01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 1st Floor None 25 3 8 24ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 it' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGG Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.34 0.29 271 ft' 1 it 0 in I ft 0 in Drapes/blinds Exterior 5 2 N 2 Metal Low-E Double Yes 0.34 0.29 38.5 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 3 NE 3 Metal Low-E Double Yes 0.34 0,29 15A ft' 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 4 NE 4 Metal Low-E Double Yes 0.34 0,29 19.3 it' 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 5 E 5 Metal Low-E Double Yes 0.34 029 75.0 it' 1 it 0 in 1 it 4 in Drapes/blinds Exterior 5 6 E 6 Metal Low-E Double Yes 0.34 0.29 193 it' 1 it 0 in 11 it 6 in Drapes/blinds Exterior 5 7 E 6 Metal Low-E Double Yes 0.58 0.32 128.0 it' 11 it 0 in 0 it 0 in None None 8 SE 7 Metal Low-E Double Yes 0.34 0.29 15.4 it' 1 ft 0 in 1 it 4 in Drapes/blinds Exterior 5 9 SE 8 Metal Low-E Double Yes 0.34 0.29 19.3 it' 3 ft 6 in 0 it 0 in Drapes/blinds Exterior 5 10 S 9 Metal Low-E Double Yes 0.35 0.31 12.0 it' 1 it 0 in 1 ft 4 in None None 11 S 10 Metal Low-E Double Yes 0.34 0.29 9.0 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 12 S 10 Metal Low-E Double Yes 034 0.29 77.1 it' 1 ft 0 in 11 ft6 in Drapes/blinds Exterior 5 13 W 11 Metal Low-E Double Yes 0.58 0.32 40,0 it' 10 it 0 in 1 it 10 in None None 14 W 11 Metal Low-E Double Yes 0.37 0,28 12.0 it' 1 ft 0 in 1 it 4 in None None 10/26/2016 9:02 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered, Proposed orientation, Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 15 W 11 Metal Low-E Double Yes 0.37 0.28 20.0 It' 1 ft 0 in 1 ft 4 in None None 16 W 12 Metal Low-E Double Yes 0.34 0.26 38.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 447 ft2 384 112 64 It 8 ft INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 2610 143.29 269.47 .2613 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.9999 21.8 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.9999 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 25,2 kBtu/hr cfm 0,75 1 sys#1 2 Central Unit Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62,3 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft, DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V, # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 348 ft2 Attic 87 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 336.4 ft 2nd Floor 84.1 W Default Leakage 2nd Floor (Default) (Default) 2 2 10/26/2016 9:02 AM EnergyGauge@ USA - FlaRes2014 Section R405,4,1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling an Fe b Mar Apr May Jun Jurj A Xj Seep Oct Nov Dec HeaHeating J Jan Feb MMar AApr May JunIXI Julrl Aug J Oct NovH Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 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 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/26/2016 9:02 AM EnergyGaugeO USA - FlaRes2014 Section R405.4. 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft-) 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Area Single-family a, Frame - Wood, Exterior R=13.0 1762.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1561,80 ft 2 c. Frame - Wood, Adjacent R=13.0 21933 ft' 4 cl. N/A R= ft' 10, Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2007.00 ft' 3422 b, Knee Wall (Vented) R=30,0 27,00 ft' c. N/A R= ft' Area 11. Ducts R ft' 31538 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 348 b. Sup: Attic, Ref: 2nd Floor, AH: 2nd Floor 6 336.4 168.00 ft' 12. Cooling systems kBtu/hr Efficiency 38.54 ft' a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16,00 44.00 ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 21.8 HSPF:9.00 3.983 ft. b. Electric Heat Pump 21.8 HSPF:9,00 0.297 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 11740.00 ft' b. Floor Over Other Space R=0,0 1428.00 ft' c. other (see details) R= 254,00 ft' 14. Hot water systems a. Electric b. Conservation features None 15, Credits 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 installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 50 gallons EF: 0.95 Pstat 1110 S Fill, LNN i7110111 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters, For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/26/2016 9:02 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot24ThombrookeEdenlllAGRW Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando CRITERIA CHECKCOMPONENT Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material, Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/26/2016 9:02 AM EnergyGauget USA - FlaRes2014 Section R405,41 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report(usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 10/26/2016 9:02:24 AM EnergyGauge@ - USRCSB v5.1 Page 1 of I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot24ThombrookeEdenlllAGRW Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 3422 sqft Cond.Volume: 31320 cuft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EqLA: ACM: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w,g, (50 Pascals). Where required by the code official, testing shall be conducted by 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. Ofmlrltr I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2, SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 10/26/2016 9:03 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoftq Manual S Compliance Report ahl DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot24ThornbrookeEdenl Date: 05.28.15 By: ER Outdoor design DB: 92.5°F Sensible gain: 16558 Btuh Entering coil DB: 75.4°F Outdoor design WB: 76.3°F Latent gain: 2418 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 18976 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 18398 Btuh 111% of load Latent capacity: 3361 Btuh 139% of load Total capacity: 21759 Btuh 115% of load SH R: 85% Outdoor design DB: 41.7°F Heat loss: 20506 Btuh Entering coil DB: 69.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230*++TDR Actual airflow: 840 cfm Output capacity: 21119 Btuh 103% of load Capacity balance: 39 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.8 kW 97% of load Temp. rise: 22 OF The above equipment was selected in accordance with ACCA Manual S. 2016-Oct-26 09:10:57 wrightSOW Righ(SuiteO Universal 2017 17.0M RSU24011 Page I okeEdenillAGRW\Lot24ThornbrookeEdenIIIAGRW.rtip Calc.MJ8 House faces: W wrightsoft, Manual S Compliance Report ah2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: Taylor Morrison Homes Job: LWNThombrookeEdenl Date: 05.28.15 By: ER Outdoor design DB: 92.5°F Sensible gain: 18746 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.3°F Latent gain: 2852 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 21598 Btuh Indoor FIR 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 18788 Btuh 100% of load Latent capacity: 3224 Btuh 113% of load Total capacity: 22011 Btuh 102% of load SH R: 85% Outdoor design DB: 41.7°F Heat loss: 14721 Btuh Entering coil DB: 69-50F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230"++TDR Actual airflow: 840 cfm Output capacity: 21152 Btuh 144% of load Capacity balance: 32 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 4.3 kW 101 %of load Temp. rise: 31 IF The above equipment was selected in accordance with ACCA Manual S. 2016-Oct-26 09:10:57 A * wrightsoft, Righl-SuiteO Universal 2017 17,0,03 RSU24011 Page 2m " ooke Eden I I I AGR W\Lot24ThornbrookeEdenl I I AGR W, rup Calc n. M,18 House faces: W wrightsoft, Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODl$CO WAY, SANFORD, FL 32771 Phone; 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM For: Taylor Morrison Homes ation: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 descriptions Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Job: Lot24ThombrookeEdenl Date: 05.28.15 By: ER Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftz StuhM-IF W-*F/Btuh NOW Btu h WOW Btuh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 2'W" wood frm, 16" o.c, n stud ne e se s w all 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n board int tnsh ne e se s w all 16A-30ad, Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n gypsum board int fnsh Partitions 12C-Osw: Frrn wall, r-13 cav ins, 2'W" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr low-e innr, n 1/4" gap, 11/8" thk; NFRC rated (SHGC=0.29): 50% drapes, medium; I it overhang (6.25 it window ht, 1 ft sep.), 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mill no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29): 50% drapes, medium; I ne ft overhang (6.25 it window ht, 11.5 ft sep.); 6.67 It head ht e s all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e ft overhang (5 it window ht, 1,33 It sep.); 6.67 ft head ht se all 509 0.091 13.0 2.58 1310 2.34 1192 29 0.091 13.0 2.58 75 2.34 68 222 0.091 13.0 2.58 572 2.34 520 29 0.091 13.0 2.58 75 2,34 68 497 0.091 13.0 2,58 1279 2,34 1163 288 0.091 13.0 2.58 742 2.34 675 1573 OMI 13.0 2.58 4052 2.34 3687 438 0.201 0 5.69 2490 435 1905 27 0.201 0 5.69 153 4.35 117 161 0.201 0 5.69 914 4.35 699 27 0.201 0 5.69 153 4,35 117 390 0.201 0 5.69 2217 4,35 1696 119 0,201 0 5.69 678 4.35 519 1161 0,201 0 5.69 6605 4.35 5053 28 0,032 30.0 0.91 25 2.38 67 201 0.091 13.0 2.58 519 1.44 291 27 0.340 0 9.62 261 10.3 278 39 0.340 0 9,62 371 103 396 19 0.340 0 9,62 185 21.8 420 19 0.340 0 9.62 185 28.8 555 77 0.340 0 9.62 742 11.8 906 154 0.340 0 9.62 1483 14.8 2277 15 0.340 0 9.62 148 21,8 336 75 0.340 0 9.62 722 28.8 2159 15 0.340 0 9.62 148 21.6 334 106 0.340 0 9.62 1018 26.7 2829 2016-Oct-26 09:10:57 wrilghtSiOft' Righl-SuiteO Universal 2017 17,0,03 RSU24011 Page 1 keEdenIIIAGRW\Lot24Thornbrc,okeEdenillAGRW rup Calc = MJ8 House faces: W 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, e 128 0.580 1/4" gap, 1/8" thk; NFRC rated (SFIGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6,67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, se 19 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 3.5 ft overhang (6.25 ft window ht, 0 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, s 12 0350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.33 ft sep,); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, s 9 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 11,5 ft sep.); 6.67 ft head ht 1 OC-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, w 40 0,580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10 ft overhang (6.67 ft window ht, 1.83 ft sep.); 6.67 ft head ht 28-2fm: 2 glazing, cir outr, air gas, mill no brk frm mat, cir low-e innr, w 12 0370 1/4" gap, 1/8" ink; NFRC rated (SHGC=0.28); I ft overhang (2 ft window hill, 1.33 ft sep.); 6,67 ft head ht 2B-2fm: 2 glazing, clr outr, air gas, mill no brk frm mat, cir low-e innr, w 20 0,370 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 1 ft overhang (4 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr low-e innr, w 39 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; I ft overhang (6.25 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 0 16.4 2101 16.8 2156 0 9.62 185 11.3 218 0 9.90 119 12.6 151 0 9.62 87 11,8 106 0 16.4 657 12.3 492 0 10,5 126 33.4 400 0 10,5 209 33.4 667 0 9,62 371 26.4 1018 11 DO: Door, wd sc type w 24 0.390 0 n 18 0.390 0 all 42 0390 0 Ceilings 168-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 2007 0.032 30.0 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir frish, r-19 cav ins, gar ovr 254 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 167 0,989 0 11.0 265 12.0 288 11.0 196 12.0 213 11'0 461 12,0 501 0.91 1817 1.74 3483 1.41 360 0.71 181 28.0 4683 0 0 2016-Oct-26 09,10.57 wrightSOft' Right-SuileO Universal 2017 17,0,03 RSU24011 Page 2 00keEclenIIIAGRW\Lot24ThornbrooKeEdenillAGRW.rup Cale - MJ8 House faces: W wrightsoftg Component Constructions ahl DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: Taylor Morrison Homes Job: Lot24ThornbrookeEdeni Date: 05.28.15 By: ER Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (OF) 70 Design TD (OF) 28 Relative humidity 30 Moisture difference (gr/lb) 1.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Cooling 75 18 50 46.4 Construction descriptions or Area Ll-value Insult R Htg HTM Loss Clg HTM Gain ftP Biuh/ft'-'F ft'-,F/Btuh Btu h1f? 8tuh etuh/ftl Btu h Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 438 0.201 0 5.69 2490 4.35 1905 board int fnsh ne 27 0.201 0 5.69 153 4,35 117 e 161 0.201 0 5.69 914 435 699 se 27 0.201 0 5,69 153 4,35 117 S 390 0.201 0 5.69 2217 4.35 1696 W 119 0,201 0 5.69 678 4.35 519 all 1161 0.201 0 5.69 6605 4.35 5053 Partitions 12C-Osw: Frm wall, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud 201 0.091 13,0 2.58 519 1.44 291 Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, n 27 0.340 0 9.62 261 103 278 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (6.25 ft window ht, I ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, clr low-e innr, n 39 0.340 0 9.62 371 10.3 396 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ne 19 0.340 0 9.62 185 21.8 420 ft overhang (6.25 it window ht, 11,5 ft sep.); 6.67 it head ht e 19 0.340 0 9.62 185 28.8 555 s 77 0.340 0 9.62 742 11.8 906 all 154 0,340 0 9.62 1483 14.8 2277 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, e 128 0.580 0 16A 2101 16,8 2156 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 it sep.); 6,67 it head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, se 19 0.340 0 9.62 185 11.3 218 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 3.5 ft overhang (6,25 ft window ht, 0 ft sep,); 6.67 ft head ht 2A-2om: 2 glazing, cir ouir, air gas, mtl no brk frm mat, clr low-e innr, s 9 0.340 0 9.62 87 11.8 106 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 11.5 ft sep.); 6.67 ft head ht wrightSloft2016- Oct-26 09:10:57 Right- SuiteO Universal 2017 17,0,03 RSU24011 Page 3 00keEdenlilAGRW\ Lot24ThornbrookeEdenli[AGRW.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr outr, air gas, mIl no brk frm trial, clr low-e innr, w 39 0.340 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (6,25 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0,390 0 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 coil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth n 18 0.390 0 all 42 0.390 0 216 0,032 30.0 9.62 371 26.4 1018 11.0 265 12.0 288 11.0 196 12.0 213 11.0 461 12.0 501 0.91 196 1.74 375 167 0.989 0 28.0 4683 0 0 2016-Oct-26 09:10:57 wrightSOft' Right -Suite@ Universal 2017 17.0,03 RSU24011 Page 4 ookeEdenll[AGRW\Lo(24ThornbrookeEdenillAGRW.rup Calc = MJ8 House faces: W wrightsoft- a omponent Constructions h2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: Taylor Morrison Homes Job; Lot24ThornbrookeEdeni Date: 05.28.15 By: ER Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 115.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value insult R Htg HTM Loss C1g HTM Gain ft B(uhM-F ftl-'F/BWh NOW Btu h Btuh/W Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. n 509 0.091 13.0 2.58 1310 2.34 1192 stud Be 29 0.091 13.0 2,58 75 2.34 68 e 222 0.091 13.0 2.58 572 2.34 520 se 29 0.091 13,0 2.58 75 2.34 68 s 497 0.091 13.0 2.58 1279 2.34 1163 W 288 0.091 13.0 2.58 742 2.34 675 all 1573 0.091 13.0 2.58 4052 2.34 3687 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 28 0M2 30.0 0.91 25 2.38 67 gypsum board int fnsh Partitions none) Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, Be 15 0340 0 9.62 148 21,8 336 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e 75 0,340 0 9.62 722 28.8 2159 It overhang (5 ft window ht, 1.33 ft sep.); 6.67 It head ht se 15 0340 0 9.62 148 21.6 334 all 106 0.340 0 9.62 1018 26.7 2829 2B-2fm: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, S 12 0.350 0 9.90 119 12.6 151 1/4" gap, 1/8" thk; NFRC rated (SH(3C=0.31); I ft overhang (4 it window ht, 133 ft sep.); 6.67 it head ht 10C-m: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, W 40 0.580 0 16.4 657 12.3 492 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10 It overhang (6.67 ft window ht, 1.83 It sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, W 12 0.370 0 10.5 126 33.4 400 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,28); 1 ft overhang (2 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, w 20 0.370 0 10.5 209 33.4 667 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); I ft overhang (4 It window ht, 1.33 ft sep.); 6.67 ft head ht Doors none) 2016-Oct-26 09 10:57 wrightSiDift' Right-SuiteO Universal 2017 17,0,03 RSU24011 Page 5 00keEdenillAGRW\Lot24ThornbrookeEdenlilAGRW.rtjp Calc - MJ8 House faces: W Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30cei I ins, 1/2" 1791 0.032 30.0 0.91 1621 1.74 3108 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 254 0.050 19,0 1.41 360 0.71 181 2016-Ool-26 09:10:57 wrightSOft' Right,SuiteO Universal 2017 17.0M RSU24011 Page 6 00keEdenillAGRW\Lot24ThornbrookeEdenillAGRW,rup Calc = MJ8 House faces W wrightsoft, Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: RVSD 9/15/16 JA LS 10/26/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 31347 Btuh Ducts 3880 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 35227 Btuh Infiltration Method Construction quality Fireplaces Heating Area (ft2) 3422 Volume (ft3) 32449 Air changes/hour 0.37 Equiv. AVF (cfm) 200 Job: Lot24ThornbrookeEdenl Date: 05.28.15 By: ER Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 29608 Btuh Ducts 5696 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 35304 Btuh Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 4231 Btuh Ducts 1039 Btuh Cooling Central vent (0 cfm) 0 Btuh 3422 Equipment latent load 5270 Btuh 32449 0.19 Equipment total load 40574 Btuh 103 Req. total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A L. 2016-Oct-26 09:10:57 4;1- _r?X_ wriightSOft Right-SuiteO Universal 2017 IT0,03 RSU24011 Page 1 14CC lf`l .,,00keEdenli[AGRW1Lo(24ThornbrookeEdenilIA(3RW.rup Gale - MJ8 House faces: W wrightsofts Project Summary ahl DEL -AIR HEATING & AIR CONDITIONING ox,00u/apoWAY, SAmrono.n-oonPhone: ^max3-c66s pu,^mau3-u85u Wea.WWW»sL-^x.oum For: Taylor Morrison Homes Notes: HVSD9/15/18JA Weather: Orlando Intl AP, FL US xvu' Lvt24TxumurovxeEuen|— Dvm: 05.2815 By: ER Winter Design Conditions Summer Design Conditions Outside db 42 OF Outsidedb 93 ,F Inside db 70 IF |nuidedb 75 OF DeaignTD 28 OF DeuignTD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/|b Heating Summary Sensible Cooling Equipment Load Sizing Structure 18843 Btuh Structure 15542 B0uh Ducts 683 Btuh Duots 1016 Btuh Central vent (0ofm) O EVuh Central vent (Odm) O Ehuh Humidification O EKuh 8|mwex O Ehuh Piping O Btuh Equipment load 20508 Btuh Use manufacturer's data y Ro¢ e/awingmuhi r 1.80 Infiltration Equipm oensi e|ood 16558 8tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2305 Btuh Ducts 113 Btuh Moobng Cooling Central vent (Oofm) O Btuh A ( ft2) 1740 1740 Equipment latent load 2418 8tuh Volume ( ft') 16334 10334 Ai r 0.84 018 Equipment total load 18976 8tuh Equiv. AVF (ohm) 93 48 Req. total capacity o¢O.75SHR 1 8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX'024'230-19 Cond 14HPX'024'230'19 AHR| rsd 7045877 Coil C8X27UH'024'230~++TDR AHR| ref 7045877 Efficiency SHSPF Efficiency 13.5EER.1GSEER Heating input Sensible cooling 18900 8tuh Heating tt 21800 Btuh @ 470F Latent cooling 6300 8\uh Temperature e 24 OF Total cooling 25200 Btuh Actual aiflow 840 ofm Actual air flow 840 ofm Air flow factor 0.041 ofm/8tuh Air flow factor 0.051 ofm/8tuh Static pressure 0. 30 inH2O Static pressure 0.30 inH2O Space thermostat Load sensible heat ratio O 87 Calculations approved byACCAtomeet all requirements cf Manual J8thEd. wrightsoftq Project Summary ah2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: RVSD 9/15/16 JA LS 10/26/16 JA Weather: Orlando Intl AP, FL, US Job: Lot24ThombrookeEdeni Date: 05.28.15 By: ER Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 11504 Btuh Ducts 3217 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14721 Btuh Infiltration Sensible Cooling Equipment Load Sizing Structure 14066 Btuh Ducts 4680 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18746 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1926 Btuh Ducts 926 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area fft2 1682 1682 Equipment latent load 2852 Btuh Volume t3) 16115 16115 Air changes/hour 0.40 0.20 Equipment total load 21598 Btuh Equiv. AVF (cfm) 107 55 vimentRtotalcapacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230*++TDR AHRI ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 470F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. JdA.. 201 6-Oct -26 09:10:57 riff- wriightSOft' Right-SuiteO Universal 2017 1TOM RSU24011 Page 3AC0,, . 'ookeEdenillAGRW1Lot24ThornbrookeEdenlilAGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATIGNG & AIR PNDITI531CODISCOWAY, SANFORD, FL 32771Chone: 407-333-ON2665INFax: 407- 333-3853 Web: WWW,DEL-AIR,COM Job: Lot 24Th o rn b roo keEd en III A Date: 05. 28.15 By: ER 1 Room name Entire House ahl 2 Exposed wall 363,2 it 167.3 it 3 Room height 9,2 it 9.3 it 4 Room dimensions 5 Room area 3542.8 It' 1752,3 It' Ty Construction U-value Or HTM Area (w) Load Area (1(2) Load number Btuh/ W-T) Bt ft or perimeter (it) Eit h) or perimeter (it) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12,C-.OsW_, ri, SO 2t 4 0 5 1310 Il$? D 0 0 13A-20cs 0.201 n 5.69 4.35 503 438 2490 1905 503 438 2490 1905 2A-2om 0.340 n 9.62 10.28 27 0 261 278 27 0 261 278 2A-2om j W- 11111 0.340 n 110,11, 9.62 I'll-, I 10.28 V 39 A 0 371 396 39 0 1 0 I 0396 Q. t__ G 12C-Osw 0.091 ne 2.58 2,34 45 29 75 68 0 0 6 6 V# 2A- 2om 0.340 6,Al ne 66 9. 62 6.69 21.79 15 0 27 148 1 , 63 336 117 I 1 0 46 0 27 0 153 0 117 t . .... ' G 2A 2bm 11,110 no-, 9.62 21.79 19 0 85 420, t-fib 12C-Osw 0.091 e 2.58 2.34 297 222 572 520 0 0 0 0 13A-2ocs 2A-2om 0 149 0201 0. 340 e o 9 62 5,69 9.62 2&7 455 26, 79 7 308 19 161 0 914 185 2159 699 555 O_ 308 19 0 161 0 0 914 las 0 699 51% 0 A 41, 0 256 Vol" 2156 12C-Osw 0.091 e. se 2. 58 A0,A 2.34 A 45 95P 29 9101 75 Zl% . 68 0 0 0 6 a 2A- 2orn RZ0,M 0.340 dmi Am se, se 111$') 9, 625. 69 69 9.6221. 65, 4. 35 11, 34 15 46 19 2 21 35 148 153 J% 334 1t7 240 0 46 19 0 27 5 0 153 105 0 117 218 t-- G 12C- Osw 0, 091 s 2,58 2.34 509 497 1279 1163 0 0 0 0 2B-2fm 0. 350 O.-xi s 9.90 69 12.61 4, 35 12 416 24 390 119 22 1 17 151 0 4 1 76 0 390 0 221 0 16% ti 2A- 2om 1172QMII I'll-,", 0.340 Q, a 9. 62 11.75 11,7$ 9 p 0 0 87 742 106 9% 9 0 A 87 106 906, 1 2C- osw IOC-m 0. 091 0. 580 w w 2. 58 16. 41 2, 34 12. 30 360 40 288 78 742 657 675 492 0 0 0 0 0 0 0 0 26- 2fm 0. 370 w 10,47 33,37 12 0 126 400 0 0 0 0 213-21m 0. 370 0.201 W 1014 7 6. 69 j" 7 L35 20 182 0 116 209 674 66 519 0 182 0 119 0 678 0 519 U1! 1QQ_ R 2A-2om 12C- Osw 0. 340 OMI w 9 62 11,94 2. 58 26 42 99 1,44 39 219 0 201 371 W,, 519 Iola 291 39 219 0 201 371 519 1018 20 291 L-- Q F 7- 11 DO 2OP- 19c ---- - ----- 0. 390 0A50 n 11. 04 1.41 11. 99 0. 71 18 254 18 254 167 196 360 1- 11- 11 ' W-' 213181 18 0 18 0 1- 1 r 196 0403 213 0 1- 11-- l- 1- 0 6 c) AED excursion 0 0 Envelope loss/gain 25139 23857 16952 12274 12 a) Infiltration 6208 1971 2891 918 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 2630 1430 Subtotal (lines 6 to 13) 1 31347 296081 19843 1 15542 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31347 29608 19843 15542 151 Duct loads 121% 191% 3880 5696 3*X 7% 663 1016, Total room load 35227 35304 T 20506 16558 Air required (cfm) 1680 1680, 1 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvriiightsc)-ft' 2016- Oct-26 09,10:57 Z__fk Right- SuileO Universal 2017 1TOM RSU24011 Page 1 okeEdenlilAGRW1Lot24ThornbrookeEdenillAGRW.rup Calc - MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GQUI*(;Q WAY, SAW-UHU, FL 32771 Phone: 407-333-2665 t-ax: 401-333-3853 Web: WWW.UK.-AIH.GUM Job: Lot24Thorn b rookeEden 111A Date: 05.28.15 By: ER 1 Room name ah2 2 Exposed wall 195,8 ft 3 Room height 9.0 It 4 Room dimensions 5 Room area 1790.5 ft2 Ty Construction U-value Or HTM Area (ftq Load Area Load number BtuIVIII-*F) Btuh/ft) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 iW 12C-QsIIW,, _ , , , 0,M1 n,, 2,50 Z34 509, SM 1310 1192 L2 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 2A-2om 0,340 n 9.62 10.28 0 0 0 0 In.:.._.2.38d 0,340 0;00 n . 62 1028 0, 8 0, 28 0 25 0 67 t 12C-Osw OI0.091_ 11 ne 2.58 2.34 45 29 75 68 2A-2om 0_340 ne 9.62 21.79 15 0 148 336 13A-2ocs O.201 no 69 4.35 0 0 0 0 W- om-, 0 'XI-fle 162 21.79 0 0 0 0 t--G 12C-Osw 0.091 e 2.58 2.34 297 222 572 520 V 2A-2om 0,40 62011 e 6 9.62 691 28.79 4,35 75 0 Q 0 722 0 2159 0 1LU_Usw u.wi se Z.w 4:34 45 411 lb bb 2A-2om 0,340 21R5, 15 2 148 334 13A-2ocs U01 se, so 5.69 4,35 6 0 0 0 Q,,XQ, sq, 02 It,34 0 0 0 12C-Osw 0,091 s 2,58 2,34 509 497 1279 1163 2B-2im 0.350 s 9,90 12.61 12 24 119 151 13A-266s 0.261 s 5.69 4,-M 0 0 0 0 2A-2om 0.340 s 9.62 11.75 0 0 0 0 2A-,2Qm, 9,62 Q Q 0 12C-Osw 0.091 W 2.58 2.34 360 288 742 675 10C-m 0.580 w 16,41 12.30 40 78 657 492 28-2fm 0,370 w 10,47 33.37 12 0 126 400 2B-2fm 0,179 vy 10,47 33,37 20 0 209 667 IIM-26cs 0,201 w 5.69 4.35 6 6 0 0 2A-2om 0.340 w i 9.6 26.42 a 0 0 0 Zinn n '40n. 41 AA. 11 as n n All 6 c) AED excursion 0 Envelope loss/gain 1 81871 11582 12 a)',Infiltration 3317 1053 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/other 1200 Subtotal (lines 6 to 13) 11504 14066 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 11504 14066 15 Duct loads 28% 3391* 3217 4680 Total room load 14721 18746 Air required (cfm) 8401 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, vvrightsc:i-ft' 2016-Oct-26 09:10:57 4(- - Z k Right-SuileO Universal 2017 IT0.03 RSU24011 Page 2 ookeEdenillAGRW\Lot24ThornbrookeEdenl[IAGRW.rtip Calc = MJ8 House faces: W wrightsoft, Right-J@ Worksheet Job: Lo t24Tho rn b roo keEden I I IA ahl Date: 05.28.15 By: ER DEL -AIR HEATING & AIR r%K1r11r1^K11K1f1_ 31 CODISCO WAY, SANFORD, FL 3277F5hone:407 37i' 1-MU'Pav 407-333-3853 Web: WWW,DEL-AIR.COM 1 Room name ahl pwdr 2 3 Exposed wall Room height 167. 3 It 9. 3 It 5. 5 It 9. 3 It heat/cool 4 Room dimensions 5.5 x 7.0 If 5 Room area 1752.3 it' 38.5 111 Ty Construction number Ll- value BtutVft2-* F) Or HTM Btuh/ ft Area OM or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load 6tuh) Heat Cool Gross NIP/S Heat cool Gross N/P/S Heat cool 6 11 W 20,9sw 13A- 2ocs 2A- 2om 2A- 29m 0, 091 0, 201 0, 340 0. 340 n n n n 0. 06 5. 69 9. 62 9. 62 0. 00 4, 35 10. 28 10. 28 A00 0 503 27 39 0 438 0 0 0 0 2490 261 371 0 0 1905 278 31%, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b t- G Vl 12C- Osw 2A- 2om f 26ois 0. 091 0. 340 6. 201 ne ne no 0, 00 0. 00 5. 69 0. 00 OM 4. 35 0 0 46 0 0 27 0 0 153 0 0 117 0 0 0 0 0 0 0 0 0 0 0 0 Vw 12C-0sw 0. 340 0. 091 ne,, e 9. 62 0. 00 2139 0, 00 19 0 11 11,0 0 185 0 420 0 0 0 0 0 0, 0 0 0 2A7Z4M_, Q.W e 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ors 0.201 e 5.69 4.35 308 161 914 699 6 6 0 0 2A- 2om 0.340 e= 9.62 28,79 19 0 M 555 0 0 0 0 2k2qmd_ O.W 16.4111 256 211011 2150 9 0 Q 0 12C- 0sw 0.091 p, se 0.00 16. 85 0. 00 128 0 0 0 0 0 0 0 0 2A- 2om 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 43A- 2oci' 0,201 se 5.69 4.35 46 27 153 117 0 0 0 0 2A 2o O 340 se, 2 11,34 19 35 185 Z18 0 12C- 0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 26- 2tm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2= 0,201 S 5.69 4.35 476 390 2217 1696 51 42 241 184 2A- 20M 0.340 s 9.62 111.75 9 0 87 106 9 0 87 106 Q, W 9.69 75 j1,_, 77 0 742 9% 0 0 0, 12C- 0sw OMI w 0.00 0.00 0 0 0 0 0 0 0 0 100- m 0.580 w 0.00 0-00 0 0 0 0 0 0 0 0 26- 2fm 0.370 w 0.00 0.00 0 0 0 0 0 0 0 0 26-; 4M w 0.00 0.00 0 0 0 0 0 0 Q 0 13A- 2ws 10, 370 0. 201 wr 69 4.35 182 119 678 519 0 a 0 6 2A- 20M 0.340 w 9,62 26,42 39 0 3711 10-18-1 21 2 2 I 6 c) AED excursion 01 8 Envelope loss/gain 1 169521 122741 1 1 4811 298 12 a) iInfiltration 2891 91,1 95 30 b) Room ventilation 1 0 0 1 1 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 1430 0 Subtotal ( lines 6 to 13) 19843 15542 576 328 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19843 15542 576 328 15 DUCt toads 3% 7% 663 10161 0% 1 0%1 0 0 T otalroom load 20506 16558 576 328 Air required (cfm) 1 840 840 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoirt, 2016-Oct-26 09:10 57 A- 55K Right-SuileO Universal 2017 ITO 03 RSU24011 Page 3 00keEdenli[ AGRW\Lot24ThornbrookeEdenillAGRW.rup Calc - MJ8 House faces W 4 wrightsoft, Right-JO Worksheet ahl DEL -AIR HEATING & AIR Job: WNThornbrookeEdenlflA Date: 05.28.15 By: ER Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AOCK 444- vwrlghtsOft^ 2016-Oct-26 09:10:57 Right-SuileO Universal 2017 17 0,03 RSU24011 Page 4 OokeEdenl(IAGRW\Lot24ThornbrookeEdenillAGRW,rtip Calc = MJ8 House laces: W wrightsoft, Right -JCS Worksheet ahl DEL -AIR HEATING &AIR CPNDITIONING h531CODISCOWAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot24ThombrookeEdenflIA Date: 05.28.15 By: ER I Room name dining living 2 Exposed wall 19.5 It 3T5 It 3 Room height 9.3 It heat/cool 9,3 It heat/cool 4 Room dimensions 1.0 x 468.0 It MO x 115 If 5 Room area 468.0 ft2 2M0 42 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/T) W B I It2) or perimeter (it) St h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 W 1 11 I 2Q-Osw, 1 1 , qrlQ 11 n O.QO 0.00 6 0 0 0 0 I Q 0 0 13A-2ocs OM-1 n 5.69 4,35 126 87 495 379 149 122 695 532 T=2 2A-2om 0.340 n 9.62 10.28 0 0 0 0 27 0 261 278 2A-2orn 0.340 9.6z lQ',?lEl 39 0 371 396 0 0 0 0 it W i, 6 11-1-1 1 n _ 1 01 M Q-OQ I'll I'll, P I 0 I Q'' I'll" 0 6 0 0 12C-Osw 0,091 ne 0.00 0,00 0 0 0 0 0 0 0 0 2A-2Iom, 07340 ne, 0.00 0.00 0 0 0 0 0 0 0 0, t-G 13A-20cs 6.;ol no 5.0 4.35 0 0 0 0 0 0 0 0 2A-2om , U40 ne A.62 21,79 0 0 10 0 0 a 0 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 13A-200s 0.340 0.201 e e 01.010 6.69 Q.00 4.35 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 2A-2om 0,340 e 9,62 28.79 0 0 0 0 0 0 0 0 0 0 0 0 A t-"- 12C-Osw 0.091 se 16.41 0.00 116185'__' 0.00 0 0 0 0 0 0 6 0 0 t13A-2ocs 2A-2om 0.340 0.201 se so 0.00 5,69 0.00 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om___, 11,34 0 0 0 0 0 0 Q Aol yJ 12C-Osw 0.091 s OM 0.00 0 0 0 0 0 0 0 0 t-- G VL: 213A2ocs 2B- 2fm 0,350 0. 261 s OM 5. 69 0. 00 435 0 0 0 0 0 0 0 0 0 75 0 75 0 425 0 325 2A- 2om 0.340 s 9.62 1135 0 0 001, 0 0 2kRorn 0440 s . 9-02 1175 M"', 001 001--, 901 Q 0 2C- 0sw 0.091 w 0.00 0 00 0 0 0 0 0 0 0 0 110C_ 0,580 w 0,00 000 0 0 0 0 0 0 0 0 2B- 2f(nm 0.370 w 0-001 0*.001 01 01 0 0 0 0 0 0 61 c)AC:Dexcursion -841 297 I Envelope loss/gain 1 1857 11171 1 34941 3205 12 a) Infiltration 336 1071 648 206 b) Room ventilation 0 0 1 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/ other 230 0- Subtotal ( lines 6 to 13) 2193 1454 4141 3411 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2193 1 4541 4141 3411 15, Duct loads 0% 0o/1 0 0 16% 30P/I 663 1016 Total room load 2193 1454 1 4804 4427 901 741 19 Calculations aperoved by ACCA to meet all r2quirements of Manual J 8th Ed. wright_-. 4>ft- Right-SuiteO Universal 2017 1TO 03 RSU24011 2016-Oct-26 09:10:57 Z! k Page 5 ookeEdenlilAGRW\ Lot24ThornbrookeEdenlilAGRW,rup Catc - M,18 House faces: W wrightsoft, Right-JO Worksheet ahl DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 467-333-2665 _Fax: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot24ThombrookeEdenI11A Date: 05.28.15 By: ER 1 Room name family den 2 Exposed wall 43.5 It 14.0 It 3 Room height 9.3 It heat/cool 9.3 If heat/cool 4 Room dimensions 17.0 x 26.5 It 14.0 x 13.0 It 5 Room area 4%5 It' 182,0 02 Ty Construction U-value Or HTM Area (ft-) Load Area (ft Load number B tuh/ft2.F) Btutvtt2) or perimeter (ft) Btuh) or perimeter Q) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 2C. 0,091 n 0.00 A00 0 0 0 0 0 0 13A-20cs 0,201 n 5.69 4.35 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 iQ,28 0 0 0 0 0 0 0 0 M 0 0 12C-Osw 0M1 no 0.00 0.00 0 0 0 0 0 0 0 0.340 ne 0,00 0,00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 no 5 69 4,35 0 0 0 0 0 0 0 0 2k2om___' U40 ne,,. 9,62 2,119 0 0 0 0 0 A 12C-Osw 0,091 e 0,00 0.00 0 0 0 0 0 0 0 0 2.k2pm , , A'w 0 Q-00 0.00 0 0 0 0 0 0 0 0 13A-2ocs O.201 e 5.69 4.35 247 119 678 519 0 0 0 0 2A-20m 0.340 e 9.62 28,79 0 0 0 0 0 0 0 0 10,41 Izo 211156 0 0 12C-Osw 1-11111-1-Aw 0.091 e, se 0.00 16,85 0.00 0 148 0 gloll 0 0 0 0 0Y--.G 2A-2orn 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 0.201 se 5.69 4,35 0 0 0 0 0 0 0 0 0,340 So r 02 11'34 0 9 0 0 0 12C-Osw OM1 s OM 0.00 0 0 0 0 0 0 0 0 0.350 s 0,00 0,00 0 0 0 0 0 0 0 13A-2o as 0"201 s 6.69 4,35 159 120 683 522 131 0 92 524 401 2A-2orn 0.340 8 9,62 M75 0 0 0 0 0 0 0 0 M- Qm s_ _ 9162 11176, 39 0 1 71 453 0 . 453 12C-0sw 0.091 w 0,00 0,00 0 0 0 0 0 0 0 0 1 OC-m 0,580 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fm 0,370 w 0.00 0.00 0 0 0 0 0 0 0 0 zp OfRI 0.370 w 0.00 0A 0 0 0 0 0 0 0 0 O201 w 5,69 4.36 0 0 6 0 0 0 0 0 213A- 2ocs 2A- 2om 0.340 w 9,62 26,42 0 0 0 0 0 0 0 0 9, 390 W, 11-W 0 Q P 11l4.__-_.-" " - , 1 11 1 - 12C- Osw 11- 1 0. 091 2.58 1,44 0 0 6 0 6 0 . 6 1 j' 0Q 121 312 175 L- 4) 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 F 20P-19c 0,050 01.100 QzT Q 0- 4A T99 A00 0t 44, 6 c) AED excursion 263 49 Envelope loss/gain 5051 3387 1599 1077 12 a) Infiltration 752 239 242 77 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 4 920 0 0 Applianceslother 01 0 Subtotal ( lines 6 to 13) 1 5802 45461 1841 1154 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5802 4546 1841 1154 15 Duct loads 1 0% 0% 0 0 0%l 0%1 0 01 Total room bad 1 5802 4546 1 1 1841 1154 Air squired (ctm) 1 1 238, 231, Calculations approved by ACCA to meet all r2quirements of Manual J 8th Ed. 4z_ 414- vvrilightsoft- 2016-Oct-26 09 1 O 57 4e8k Right-SuiteO Universal 2017 IT0,03 RSU24011 Page 6 ookeEdenflIAGRW\ Lot24ThornbrookeEdenl[IAGRW.rup Calc = MJ8 House laces: W wrightsoft' Right-JO Worksheet ahl DEL -AIR HEATING St AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot24Thorn b roo keEden IIIA Date: 05.28.15 By; ER I Room name mud room 2 Exposed wall 1.0 If 3 Room height 9.3 If heat/cool 4 Room dimensions 6.0 x T5 If 5 Room area 45.0 It2 Ty Construction U-value Or HTM Area (ftz) Load Area Load number Btuh1ft1-'F) Bt ft2) or perimeter (ft) Bt h) or perimeter Heat cool Gross NIP/S Heat cool Gross N/P/S Heat cool 6 W X-QsW Q.Q91 n OA OA 1 0 1 0 13A-20cs 0.201 n 5.69 4,35 9 9 53 41 2A-2om 0.340 n 9-62 10.28 0 0 0 0 1 2A -2om 1 9A'-30a'd 0,340 n h 9.62 6bi) 0.281 6,66 0 0' 0 0 O O t--" 12C-Osw 0.091 ne 0.00 0.00 0 0 0 0 2A-2om I3A-20cs 0.340 0.201 ne ne 0.00 5,69 0.00 4.35 0 0 0 0 0 0 0 0 2A-2=__ 0.34,0 ne, 9V 21.79 0 0 0 Y___G 12C-Osw 0.091 e 0.00 0.00 0 0 0 0 2A-2orn, 13A-2ocs 2A-2om 0.340 0,201 0 340 e . e e 0.00 5,69 9.62 0,00 4.35 28.79 0 0 0 110 0 0 0 0 0 0 0 0 A-Porrid O W, e _ I t_G 12C-Osw 0,091 se 16,41 0.00 0.00 0 0 0 0 2A-2om 0,340 se 0.00 0.00 0 0 0 0 13A-2ocs 0.201 se 5,69 4.35 0 0 0 0 2A-2om, W11 50 11-1-109 11,34 0 0 9 Q t--,G 12C-Osw 0.091" IQ' O1 s 0.00 0.00 0 0 0 0 2B-2im 13A-2ocs 0.350 o.ZOi s s 0.00 5169 0.00 4.35 0 0 0 0 0 0 0, 0 1:2 2A-2om 2A-2om 0,340 q._W s s, 62 62 11.75 11' 75 0 0 0 0 0- 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 1OC-m 0.580 w OM 0.00 0 0 0 0 2B-2fm 0,3701 w 0.00 0.00 0 0 0 0 0,201 w 5.69 435 0 0 0 0T313A-20es 11-ii-po", 2A-2om 0.340 w 9.62 26.42 0 0 0 0 I - 0, A_ t! t04 W99 P Q 0 p L---D 12C-Osw 11 "1 1 11 0.091 2.58 1.44 98 80 207 116 11 DO OMO n- 11.04 111.99 18 196 213 C." - X_ad - JOR1. O m O. i 114 0 F 2OP-19c A Q Q 9 0 7 P_ Q,OQ 45 1 6 c) AED excursion 21 Envelope loss/gain 484 349 12 a) Infiltration 17 5 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 501 354 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 501 354 15 Duct loads O*/. 0% 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft- 2016.Oct-26 09Pa: 10. 57 Right- SuileO Universal 2017 17 0 03 RSU24011 ge 7 ookeEdenillAGRW1Lot24ThornbrookeEdenlilACRW rup Calc = MJ8 House faces, W wrightsok Right -JCS Worksheet ah2 DEL -AIR HEATING & AIR CqNDITIQNIN 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-26659ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot24Thorn brookeEden IIIA Date: 05.28.15 By: ER I Room name ah2 bdrm 2 2 Exposed wall 195.8 it 23.5 it 3 Room height 9.0 it 9.0 it heat/cool 4 Room dimensions 110 x 10.5 R 5 Room area 1790.5 R2 136.5 142 Ty Construction U-value Or HTIVI Area (w) Load Area (ft2) Load number Btuhift2-*F) at It') or perimeter (it) Ef I h) or perimeter (it) Btuh) Heat Coal Gross N/P/S Heat C.1 Gross N/P/S Heat Cool 6 IW t.Qsw' n 2 58 34 509 509 1310 1192 0 0 6 Vj 13A-20cs 2A-2om 2A-2om 0.201 0.340 n n n 0.00 0.00 0.00 0.00 0,00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.340 38 28 98 25 67 6 0 0 12C-Osw 0.091 ne 2.58 2.34 45 29 75 68 0 0 0 0 2A-2om 0.340 ne 9.62 21.79 15 0 148 336 0 0 0 0 13A-2ocs 6"201 66 0,00 0100 0 0 0 0 0 0 0 6 L---G 2A km_-, 0.00 0.00 0 0 0 0 0, 12C-Osw 0.091 e 2.58 2.34 297 222 572 520 95 65 166 151 Z&-tam, , , 13A-2ocs QW U01 e e 9.62 0,00 28.79 o'bo 75 0 0 0 722 0 2159 0 30 0 0 0 289 0 864 0 ZA-2om 0.340 e 0.00 0100 0 0 0 0 0 0 0 0 2&.2q , 11- Q'W 0' AW 9.00 0 0 0 0 q 0 0' Q Q t_" 12C-Osw 0.091 se 2.58 2.34 45 29 75 68 0 0 0 2A-2om 13A-2ocs 0.340 U01 se so 9.62 0,00 21,65 0.00 is 0 2 0 148 0 334 0 0 0 0 0 0 0 0 0 Q,340 sia , , 0-00I'll 0 0 0 0 0 0 0 0 Vtl 12C-Osw 0.091 s 2.58 2.34 509 497 1279 1163 117 117 301 274 2B-2fm 0.350 0,201 s S 9.90 0.00 12.61 0 60 12 0 24 0 119 0 151 0 0 0 0 0 0 0 0 T:4_ 0 2A -2om O 340 s 0 00 0.00 0 0 0 0 0 0 0 0 Q,,04,0 s Q. 0 Q QQ 0 0 0 0 0 0 Q. W 12C-Osw 0.091 w 2.58 2.34 360 288 742 675 0 0 0 0 G 10C-m 0.580 w 16.41 12,30 40 78 657 492 0 0 0 0 G 2B-2[m 0,370 w 10.47 33.37 12 0 126 400 0 0 0 0 2B-2fm 0,370 0.261 w w 10,47 600 33X 0. 00 20 0 0 0 209 0 667 6 0 0 0 0 0 0 0 0 2A- 2om 0.340 w 0.00 0100 0 0 0 0 0 0 0 0 0A 0 Z 0 01" Q 0 0 R 12C-Osw U91 0.66 0()o 0 0 0 0 0 fil, 00 0 11DO 0390 n 0.00 0 0 10" 1 0 3108 10 01 0 0 124 0 F 20P-igc 6.6s61'- 0 '4' 711254 254 366 1 81 6 6 0 6 c) AED excursion 01 56 Envelope loss/gain 81871 115821 880I 158-212 a) Infiltration 3317 1053 392 124 b) Room ventilation 1 0 01 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 11504 14066 1271 1706 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11504 14066 1271 1706 15 Duct loads 28% 331/6 1 32171 4680 281 339%, 356, 1611 Total room load 14721 18746 1627 2274 Air required (cfm) 8401840 93102 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4z". _ 1144- wrightsc3ift- 2016-Oc1-26 09:10:57 Right- SuiteO Universal 2017 17,0,03 RSU24011 Page 8 AOZk , ookeEden I I I AG A W"Lot24T hornbrookeEdenl I I AGA W rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet ah2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: 1-024TIlhombrookeEdenillIA Date: 05.28.15 By: ER I Room name wic ext we 2 Exposed wall 15.0 If 5.5 It 3 Room height 9.0 If heat/cool 9.0 If heat/cool 4 5 Room dimensions Room area 1.0 x 64.8 If 64.8 h2 5.5 x 3.5 It 19.3 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (w) Load number Btutvft2*F) Bt ft2) or perimeter (ft) Bt h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W - 0.601 6 n 2,58 2.34 0 0 0 0 Q 1---G 13A-2ocs 0.201 0.00 OM 0 0 0 I'll 0 0 11111111-11 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 6AA _7MOO . . .. ... ... ...... 0.340 0.02 n 6 0.00 0.41 0.00Z36 0 0 A 6 0 0 6 f) 0 6 0 b 6 12C-Osw 0.091 ne 2.58 234 0 0 0 0 0 0 0 6 2A-2om 71 -20c's 0.340 0.201 ne ne 9.62 OM 21.79 0,00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2&720m_____ ____ 0.340 ne., 0.00 0,00 0 0 0 0 0 0 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 0 0 0 0 2k2pm_ 13A-2ocs 0.340 0.201 e e 9.62 0.00 28.79 OM 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 2A-2om 0340 a 0.00 OM 0 0 0 0 0 0 0 0 t-G 12C-Osw Aw 0.091 e.___,__0.00 se 2.66 0.00___ 2.34 0 0 0 0 0 0 0 b 0 6 0 6 0 6 0. 0 2A-2om 0.340 se 9.62 21.65 0 0 0 0 0 0 0 0 13A466i 0.201 se 0.00 0.00 0.00 0A 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.58 2.34 72 72 185 164 50 50 127 116 W 2B-2fm nA 2ocs 0.350 0,201 s s 9.90 0.00 12.61 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2DM 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A m.. .......... 0,340 s_ 0,00_ O.QD 0 0 0 Q Q 0_ 0 Q 1 2C-0sw 0.091 w 2.58 2,34 63 53 136, 124 0 0 0 0 10C-m 26-2fm 0.580 0.370 w w 16.41 10.47 12.30 33.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yslIt 2B-2fm M-2- o-c-s 0.37010.201 w w 10.47 0.00 33.37 0.00. 10 0, 010 1 05 0 33401 0 Of 0 Of 0 6 0 0 61 c) AED excursion ------ 17i i -26 1 Envelope loss/gain 5771 8021 1 1 1721 137 12 a) jInfiltration 250 791 92 29 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants P 230 0 01 0 1 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 827 881 264 166 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 827 881 264 166 15, Duct loads 1 281% 331% 231 293 281% 33% 741 55 Total room load 10581 11741 338 221 Air required (cim) 60 53 1 191 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsoft- Right-SuiteO Universal 2017 17,0 03 RSU24011 2016-Oct-26 09:10:57 415 P, Page 9 OokeEdenillAGRW\Lo(24ThornbrookeEdenillAGRW.rtip Calc = MJ8 House faces: W wrghtsoft= Right-JO Worksheet ah2 DEL -AIR HEATING & AIR QPNDITIONING 531 CODISGO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot 24ThornbrookeEdenIIIA... Date: 05.28.15 By: ER 1 Roam name utility wic (2) 2 Exposed wall 6.0 It 4.0 It 3 Room height 9.0 It heat/cool 9.0 If heat/cool 4 Room dimensions 6.0 x 9.0 It 4.0 x 5.5 It 5 Room area 54.0 Q2 2ZO ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.58 2.34 Q 0 0 0 0 0 .. 0 0 13A-20cs 0.201 n 0,00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n O.QO 0.00 0 0 0 0 0 0 0 0 I t W 10A-3bad -. 0.032 n, 0.91 2,38 0 0 0 0 12C-Osw 0,091 ne 2.58 2,34 0 0 0 0 0 0 0 0 2A-2om 0.340 ne 9.62 21.79 0 0 0 0 0 0 0 0 WL 13A-2ocs 0.201 ne 0.00 0.00 0 0 0 0 0 0 0 0 G i2A2om .. 0.340 no 0.00 O.QQ........_ 0 0 u Q i _ 0 Q 0 _. p Vj! 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 t---C' 2A-2om 0.340 a 9,62 28.79 0 0 0 0 0 0_ 0 0 0.261 a 0.00 0.00 0 0 Q 0 0 0 0 0V13A-2ocs 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0! 2A.2omd ,. 0.580 a 0.00 Q.QO 0 0. m.. 0 0 0 0 0 . 0 0. 12C-Os 0.09t se 2.58 2.34 0 0 0 06 p 00. 0 0a0.340 se 9.!% 21. 34 0 0 0 0 0.340 se o. Q...--...,.0...........-0.............d 0 o:._.--. o. o12? 4....... VN 12C-Osw 0.091 s 2.58 2.34 54 54 139 127 36 36 93 84 L-C 213-21m 0.350 s 9.90 12,61 0 0 0 0 0 0 0 0 Vh13A-2ocs 0.201 s OM OM 0 0 0 0 0 0 0 0' 2A 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 A-2om.... 0.340 s.', 0.00 0.00.._. 0 Q. 0 0 0 0' 0 0 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 IOC-m 0.580 w 16.41 12.30 0 0 0 0 0 0 0 0 2B-2fm 0.370 w 10.47 33.37 0 0 0 0 0 0 0 0 2B-2fm 0.370 w 10.47 33.37 0 0 0 0 0 Q 0 0 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.34Q w 0.00 0.00 0 0 0 0 0 I 0 0 0' 1i nn n acts w n nn n nn n n n n n n n n 6 c) AED excursion -116 1 1 1 -20 Envelope loss/gain 1 188 104 1 1 113 103 12 a) infiltration 100 32 67 21 b) ,Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 288 736 179 124 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 288 736 179 124 151 Duct loads 1 28 % 33 % 81 245 28% 33 % 1 50 41 Total room load 368 981 229 165 Air required (cfm) 21 44 13 7 4C -- _ wr ghtscsft- Right-SuiteO Universal 2017 17.0.03 RSU24011 ookeEdenillAGRW\Lot24ThornbrookeEdenlllAGRW.rup Calc = MJ8 House faces: W 2016-Oct-26 09:10:57 Page 10 wrightsoft, Right -JCS Worksheet ah2 DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot24Thorn brookeEden 111A Date: 05.28.15 By: ER 1 Room name bth 2 ms suite 2 Exposed wall 5,0 it 25.0 it 3 Room height 9.0 it heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area T5 x 5.0 it 3T5 ft2 1.0 x 248,8 It 248.8 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number Btuh/ftl-*F) Bt W) I or perimeter (II) Bt h) I or perimeter ((t) Btuh) Heat Cool Gross N/-P-/ S Heat Cool Gross N/P/S Heat cool 6 W 12(_ 2,% 2,34 0 0 0 0 104 104 267 243 13A-20cs 2A-2om 0,201 0,340 n n 0.00 0.00 0.00 OJ)O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om I 0.340 n OM 0.00 0 0 0 0 e."0 0 0', 0 0 0 0 12C-Osw 2A-2om QA-2ocs 0.091 0.340 U01 ne ne be 2.58 9.62 OM 2.34 21.79 0100 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0.340 O.00 UO 0 0 0 0 12C-Osw 0.091 e 2.58 2.34 45 45 116 105 0 0 0 0 L--G 2-A-20M q f62 28.79 0 0 0 0 0 0 0 0 A 20CS 0201 e 0100 0100 0 6 0 0 0 0 0 013 2A-20M 0:340 a 0100 0100 0 0 0 0 0 0 0 0 W" A- AOQ 0 0 0 0 Q__ 12C-Osw 0,091 se 2.58 2.34 0 0 0 6 0 b 0 A 0 2A,-2om 0.340 se 9.62 211.65 0 0 0 0 0 0 0 0 t_rll 1 3 A -20CS oZi 86 0.00 0100 0 0 0 0 0 0 0 6 2AI-12cim" QW, So OM QQO 0 0 0 0 12C-Osw 0.091 s 2,58 2.34 0 0 0 0 0 0 0 0 2B-2fm 0,350 s SIM 12,61 0 0 0 0 0 0 0 0 13A46cs 0,201 s wid 0.00 a 0 0 0 0 0 0 0 2A-20m 0.340 S 0.00 Oki) 0 0 0 0 0 0 0 0 ROM O.;40 q, Q,00 O.QO O 0 0, 0 Q 0 Q 0 6,091 w 2.58 2,34 0 0 6 6 122 82 210 191 IOC-M 0,580 w 16.41 12,30 0 0 0 0 40 39 657 492N12C- osw 2B-2fm 0.370 w 10.47 33,37 0 0 0 0 0 0 0 0 21181-2111mI I 0,370 w 10,47 33.37 0 0 0 0 0 0 0 0 13A -2o cs 0.201 w O.Ob 0100 0 0 0 0 0 0 2A-2om 0.340 w 0100 0100 0 0 0 0 0 0 0 0 O"NW, 9A QO00 0 0 0 d 0 , , 0 R 12C-Osw 0.091 0.00 0.00 0 0 6 0 0 6 6 L---D 11 DO 0.390 0.00 0.00 0 0 0 0 0 0 0 0 aW:ov32...6'- 41 T114 A 11-1111, 04 I—— 949 225 . ...... AR F 20P-19C 0.050 0.71 0 0 I 0 0 160 160 226 114 0.W 1.41 Ox . ........ kt10..-.. 0 D 9 Q 0 6 c) AED excursion 27 274 Envelope loss/gain 150 144 16101 1812 12 a) Infiltration 83 26 469 149 b) Boom ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1 233 170 2078 27901 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 233 170 2078 2790 15 Duct loads 1 281% 33% 65 57 28% 33% 1 581 928 Total room load 2981 2271 2659 3719 Air required (c(m) 17[ 101 152 167 Calculations approved by ALGA to meet all requirements of Manual J 8th Ed. vvrightsciift- Right-SuiteO Universal 201717.0,03RSU24011 2016-00-26 09:10:57 Ar-15, Page 11 okeEdenii[AGRW\Lot24ThornbrookeEdenl[IAGRW.rup Calc = MJ8 House faces, W wrightsoft, Right-JO Worksheet Job: Lot 24Tho rin b roo keEden III A ah2 Date: 05.28.15 By: ER DEL -AIR HEATING & AIR r_r)wnITInNINr. i31 CODISCO WAY, SANFORD, FI_ 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM I Room name wic (3) bdrm 3 2 Exposed wall 0 It 11.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 4.5 x 4.0 It 13,0 x 11.0 It 5 Room area Mo W 143,0 ft2 Ty Construction U-value Or HTIVI Area (I t2) Load Area (ft?) Load number Btuh/ftl-'F) Btuh/ft) or perimeter If t) Stuh) or perimeter If U Btuh) Heat Cool 1 Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 W I Q.0 n 2,58 2,34 0 0 0 0 0 9 0 0 13A-20cs 0.201 n 0.00 0,00 0 0 0 0 0 0 0 0 2A-2orn 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 Q,Qn n 0 91 . 1 1;00 111111111, 1- 0I'll 11 "I'll", 1111 I'll 9 P 1 9 6 6 0 0 12C-Osw 0.091 ne 2.58 2.34 0 0 0 0 0 6 0 0 t__41 2A-2om 0,340 ne 9.62 21.79 0 0 0 0 0 0 0 0 I A 46cs 6.201 ne 0.00 0100 0 0 0 0 0 0 0 0 0.340 . no 0.00 U0, 0 0' 0 0 0 I41 A 0, t--G 12C-Osw 0,091 a 2.58 2.34 0 0 0 0 99 178 162 4,-2,9 0 3,Xi e 9,62 82 79 0_ 0 0 0 0 289 864 yf 13A-2ocs 0.2d1 0 0.00 OM 0 0 0 0 0 0 0 0 2A-20M 0.340 e 0100 0.00 0 0 0 0 A,.;ZoMd 0 00 0A 0 0 0 0 12C-Osw AW 0,091 se 0 2.S i 2.34 0 6 0 2A-2orn 0.340 se 9.62 21.65 0 0 0 0 i A;2ocs 0.961 so 0,00 0.00 0 0 0 6 so Q.QQ 0,00 0 0 0 9 12C-Osw 0,091 s 2.58 2.34 0 0 0 0 2B-2fm 0.350 s 9.90 121.61 0 0 0 0 OLA-260S 0.201 s 0.00 0100 0 1 0 1 2A-20m 0, 0.340Zkopm-,'", a 010, 010 0 0 0 0 Aw a 9A Q w Q 0 0 9 12C-Osw 0.091 w 2.58 2.34 0 0 6 01IOC-m 0.580 w 16.41 12-30 0 0 0 0 2B-2frn 0.370, w 10.47 33,37 0 0 0 0 0 U U 9 , , 0 0 0 0 0 0 0 0 0 00 0 0 001 001 61 c) AED excursion -41 99 1 Envelope loss/gain 1 161 271 1 -1 5961 1373 121 a) Infiltration 0 0 1831 58 b) iRoomventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 01Appliances/other 0 0 Subtotal (lines 6 to 13) 16 27 7791 1431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 27 779 1431 15 Duct loads 28% 33% 1 5 9 281/61 33% 218 476 Total room load 21, 36 997 19071Airrequired (cfm) 1 2, 1 571 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriiightscM2016-Oct-26 09:10:57 Right- SuileO Universal 2017 1T0,03 RSU24011 Page 12 A575, , ookeEdenillAGRW\ Lot24ThornbrookeEdenillAGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet ah2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot24ThornbrookeEden1IlA Date: 05.2815 By: ER I Rom name bth 3 ms bth 2 Exposed wall 8.5 It 13.5 If 3 Room height M If heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 8.5 X 5.5 It 46.8 W 1.0 x 126.0 If 126.0 W Ty Construction U-value Or HTM Area (ftq Load Area (w) Load number Btuh/ft1-'F) Bt ftz) I or perimeter (IQ Bt h) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. 0sw1- U91 n 2.58 2.34 17 77 197 179 0 0 0 0 13A-20cs 0,201 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A -2om 0,140 A09 010 0 0 0 0 0 0 o-'.032 rr n 0.91 24fft Q. d 0 6 0 0 0 0 0 12C-Osw 0.091 ne 2.58 2,34 0 0 0 0 0 0 0 0 0.340 ne 9.62 21.79 0 0 0 0 0 0 13A,2ocs 0.2011 ne 0100 0.00 0 0 0 0 0 0 0 0 0 0 2A2om.__, 0.340 no 0.00 0,00 0 o 0 0, 0 0 0 01G t--:G 12C-Osw 0.091 e 2,511 2.14 0 0 0 0 0 0 0 0 V 2A-2orn11 13A-2ocs 0,340 0.201 q e 9,62 0100 2.79 0,06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 e om 0100 0 0 0 0 0 0 0 0 e 0 00 01" 91 01- Q 0 w 12C-Osw 0.091 se 2,58 2341 001---- 6 0 0 0 0 0 0 M-20M, Qt340 b so V: W 000 V*VV QQQ V 0 V V 0 V 0 V 0 u 0 u 0 V 0 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 122 110 282 257 2B -2f m 0.350 s 9.90 12,61 0 0 0 0 12 12 119 151 13A-200S 0.201 a 0.00 0.00 a 0 0 0 0 0 0 0 2A-20M 0.340 S 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om Aw a Q'00 0.00 0 0,-, 10 0 0 0 0 0 12C-Osw 0,091 w 2.58 2.34 0 6 0 0 0 0 0 0 10C-rn 0,580 w 16.41 12,30 0 0 0 0 0 0 0 0 213-21m 0.370 w 10.47 33.37 0 0 0 0 0 0 0 0 2B-2fm 0.370 w 10.47 33,37 0 0, 0 0 0 0 0 0 13A4ocs 6.201 wr OM OM 0 0 0 0 0 0 0 0 2A-2om O340 w 0.00 040 0 0 0 0 0= 0 0 0 jtpo'." OMO 0 P 0 0 0 12C-Osw 0.091 A'09 0.00 A'09 0,00 0 0 Q 0 0 0 0 0 0 11DO 13.390 n 0.001 000 0 0 0 of 0 0 0 0 f 1?1 126j," 04 219 2OP-19c 0,050 1.411 0.711 0 0 01 0 11 11 15 7 0.089 0 0 6 c) AED excursion 1 -421 -88 Envelope loss/gain 1 2391 2191 1 1 5301 546 12 a) Infiltration 142 451 225 71 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 381 264 755 617 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 381 264 755 617 15. Duct loads 1 281% 1 33%1 107 881 28% 33% 211 205 Total roam load Z Air required (ctm) 28 16 55 371 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wrightsoft' 2016-Oct-26 09 10 57 i"K Right-SuileO Universal 201717 0,03 RSU24011 Page 13 00keEdenillAGRW1Lot24ThornbrookeEdentilAGRW rup Calc = MJ8 House faces W wrlghtsoft° Right-JO Worksheet ah2 DEL -AIR HEATING & AIR QgNDITIq',NINC53tCODISCOWAY, SANFORD. FL32771 hone:407.3 3-2665 ax:407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot24ThornbrookeEdenI11A... Date: 05.28.15 By: ER t Room name wic (4) bth 2 lav 2 Exposed wall 0 If 0 It 3 Room height 9.0 If heal/cool 9.0 It heat/cool 4 Room dimensions 4.0 x 4.0 It 5.5 x 5.0 It 5 Room area 16.0 W 27.5 ft' Ty Construction U-value Or HTM Area (flT Load Area (w) Load number BtutVftl-°F) 6tuhtft2) or perimeter (ft) 13tuh) or perimeter (ft) B(uh) Heat Cool Gross NIPIS Heat Cool Gross N/P1S Heat Cool 6 W 12C-Qsw p.091 n 2,58 2.34 0 0. 0 0 0 0 0 0 13A-20cs. 0.201 n 0.00 0.00 0 0 0 0 0. 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 y}/ L---G W 2A-20m 12c-Osw 2A-2om 13A-2ocs I2A-2om .. .... .; 12C-Osw 0.340 2 0.091 0.340 0,201 0.340 0,091 n n : ne he ne ne e 0.00 R:91 2.58 9,62 0.00 0.00 2.58 0.00 2.3 2.34 21.79 0.00 0.00 2.34 0 p 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0"'_"' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m.. a 0 0 0 0 0 2A-2om 13A-2ocs 0.201 e 0 QQ 28,79 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A 2om 0,340 a 0.00 0.00 0 0 0 0 0 0 0 0 I.00 0.00 0 0 0 0_ 0 4)/ 12C-osw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 G 2A-2om 13A-2ocs, 2A-2om... _ 0.340 0.201 0.340. se se sq 9.62 0.00 0.00 21.65 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0'', 0 0 0 0 0 Q 0 0 0 0 0 0 Ut! L--G 12C-0sw 2B-21m 13A-2ocs 0,091 0.350 0,201 s s s 2.58 9.90 0.00 2.34 12,61 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2om 0 340 s 0.00 0.00 0 0 0 0 0 0 0 0 0,340 s.' 0,04 0.00 0 0 0 0 0 0. e.. Q 12C-0sw tOC-m 2B-2fm 0.091 0.580 0.370 w w w 2.58 16.41 10.47 2.34 12.30 33.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28-2fm 13A26cs Q,370 0,201 w w 1 10.47 0.00 33.37 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-20m 0.340 w 0.00 0.00 0 01 0 0.. 0 0.. 0 0 0 Q....... 0 0 0 4 P. 12C-0sw o.3QQ..A:.-....O.QO,.....0.00.... 0.091 0.0n 0.00 0. 0 0 0 0 0 0 0 0 61 c) AED excursion -4 -6 Envelope loss/gain 14 24 1 1 25 41 12 a) Infiltration 0 0 0 0 b) ',Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 14 24 25 41 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14 24 25 41 15 Duct loads 28% 1 33% 1 4 8 28% 1 3311% 7 14 Total room load I I 19 32 32 55 Air required (cfm) 1 1 2 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right-SuiteO Universal 2017 17.0.03 RSU24011 2016-Oct-26 Page 14 00keEdenlllAGRW5Lot24ThornbrookeEdenlilAGRW.rup Calc = MJ8 House laces: W wrightsoft, Right-JO Worksheet ah2 DEL -AIR HEATING & AIR C qhNDIT19NING531CODISCOWAY, SANFORD, FL 32771 one: 407-3 3-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot21tThornbroolkeEclenll[A Date: 05.28.15 By: ER 1 2 3 4 5 Rom name Exposed wall Room height Room dimensions Room area bdrm 4 33,8 It 9.O It heat/cool 1.0 x 199,5 It 199.5 112 Ott 45,0 If 9.0 It heat/cool 1.0 x 605,0 It 605.0 W Ty Construction U-value Or HTIVI Area (w) Load Area (1(2) Load number Btuh/ft2-_F) Btuh/ft2) or perimeter (It) Stub) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross NIPS Heat cool 6 IN 2C_0sN 01091 n 2.58 2.34 99 99 255 232 230 691, 538 13A-2ors 0.201 n 0,00 OM 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0" 0 0 0 0.91 208 0 0 6, 6 A G 12C-Osw 0.091 ne 2.58 2,34 45 29 75 68 0 0 0 0 2AI-2om 0.340 ne 9.62 21.79 15 0 148 336 0 0 0 13A-2ocs 0.201 ne oko OM 0 0 0 0 0 0 6 0 2An2= 0.3.40 ne, 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.58 2.34 59 44 112 102 0 0 0 0 9.340 e 9.62 28,79 15 0 1144 1 11432 Q 0 13A-2ocs 0.201 e 0,00 OM 0 0 0 6 0 0 0 0 2A-2om 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 2kqmd, 0,580 e a_ 0 12t- osw 0.061 se 0' 00 2. 58 0. 00 2. 34 45 o 29 75 68 0 0 0 0 2A- 2om 0.340 se 9.62 21.65 15 1 148 334 0 0 0 0 im-' kics 0.201 se OM 0.00 0 0 0 0 0 0 0 0 0t$ 40 se A00 0.00 0 0 0 0 0 0 0 0 t- 4 12C- Osw 0.091 s 2.58 2.34 59 59 151 137 0 0 0 0 2B- 2,fm0.350 s 9,90 12,61 0 0 0 0 0 0 0 0 V 13A-26cs 0.201 a OM 0,00 0 0 0 0 0 0 0 0 2A, 2om O.340 s OM 0.00 0 0 0 0 0 0 0 0 M' Qrh' - W O. " " a U0 U0 0 0 Q Q 0", 12C- Osw 0.091 w 2.58 2.34 0 0 0 0 176 154 395 360 10C- m 0.580i w 16.41 12.30 0 0 0 0 0 0 0 2B- 21m 0.370 w 10.47 33.37 0 0 0 0 1 2 0 126 400 Q. 370 w 10.47 33. 37 0 0 0)" 10 0 105 334 13A- 2ocs 0,201 w 0.00 0,00 0 0 0 0 a 0 0 0 0 T ...... 2A-2om 0.340 w 0.00 0.001 0 0 0 0 0 0 0 0 linh naan n rv) n An n n n A A n nI n 6 c) AED excursion -51 1 1 -102 Envelope loss/gain 12891 20511 1 1 17651 2580 12 a) Infiltration 565 1791 750 238 b) Room ventilation 0 0 1 0 0 13 Internal gains; Occupants P 230 0 0 0 0 Appliancesiother 0 0 Subtotal ( lines 6 to 13) 1854 2230 2515 2818 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1854 2230 2515 2818 15 Duct loads 28% 33% 519 742 281% 33% 1 703 93-18 Totalroomload237329726Air required (cfm) 135 133 184 Calculations approved by ACCA to meet all requirements of Manual J Q_ _+_ vwrlghtsc)ft- Right-SuiteO Universal 2017 17 O.03 RSU24011 A('ZK ookeEdentlIAGRW1Lot24ThornbrookeEdenillAGRW. rup Calc = MJ8 House faces: W 2016- Oct-26 09 10 57 Page 15 wrghtsoft° Right-J® Worksheet Job: Lot24ThornbrookeEdenillA... ah2 Date: 05.28.15 DEL -AIR HEATING & AIR By: ER rnntn1T1rNKuntr_ 531 CODISCO WAY, SANFORD, FL 327T1 F`ThorieT iff 33-2W Tax: 407.333.3853 Web: WWW.DEL-AIR.COM 1 Room name wic int 2 Exposed wall 0 It 3 Room height 9.0 It heat/cowl 4 Room dimensions 6.5 x 4.0 If 5 Room area 26.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number 6tutVh2 °F) Btutvft or perimeter (ft) Btuh) or perimeter Heat Cool I Gross N/P/S Heat Cool IGross N/P/S Heat Cool 6 W .. ,..;12C-0sw 0.091 n 2.58 z,34 110 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 fl 2A-2om 0.340 n 0.00 0.00 0 0 0 0 2A-2om 11 W r. '18A-30ad yJ 12C-Osw .. C 2A-2om W 13A-2ocs 2A-2om- 12C-Osw 0.091 e 258 2,34 2A-2om 0.340 e 9.62 2$.79 13A-2ocst 0.201 e ` OM 0.00 2A•2om 0.340 a 0.00 0A 2A-2omd 0.560 a 0.00 0.00 12C-0sw 0.00i se 2.58 2.34 2A-2om 0.340 se 9.62 21.65 13A-2ocs 0.201 se O.00 0.00 2A,-2om 0.340 so 0.00 0,.00 12C-Osw 0.091 s 2.58 2.34 28-2fm 0.350 s.. 9.90 12.61 13A-2ocs 0.201 s 0.06 0.00 2A•2om 0.340 s 0,00 0,00 2A,2gm .,. 0.340 s 0.00. 0.00 12C-Osw 0,091 w 2.58 2.34 10C-m 0.580 w 16.41 12.30 2B-2fm 0.370 w 10.47 33.37 ocs m 0 0 6 c) AD excursion -6 Envelope loss/gain 1 241 39 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 24 39 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 24 39 151 Duct loads 1 281% 331% 7 13 Total room load 30 52 Air required (cfm) 2 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i9Cwrightsoft' 2016-Oct 26 09:10 57 Right- Suite0l Universal 2017 i7.4.03 RSU24011 Page 16 ookeEdenillAGRW1Lol24ThornbrookeEden[ IIAGRW.rup Calc - MJ8 House faces: W wrightsoft, Duct System Summary ahl DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot24ThornbrookeEdenl Date: 05.28.15 By: ER Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressurelosses 0.06 in H2O 0,06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.139 iri/100ft 0.139 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 173 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk brkfst h 3412 140 129 0.139 7.0 OX0 VlFx 62.8 110.0 st4 den h 1841 75 59 0.200 6.0 Ox 0 VlFx 25.1 95.0 st3 dining h 2193 90 74 0.165 6.0 Ox 0 VlFx 35.0 110.0 st4 family h 2901 119 115 0.161 7.0 Ox 0 VlFx 39.2 110.0 st5 lamily-A h 2901 119 115 0.159 7.0 Ox 0 VlFx 41.3 110.0 st5 kitchen C 1744 56 88 0.150 6.0 Ox 0 VlFx 49.7 110.0 st4 living c 4427 197 225 0.158 8.0 Ox 0 VlFx 41.7 110'0 st4 mud room h 501 21 18 0.206 4.0 OX0 VlFx 21.8 95.0 st3 pwdr h 576 24 17 0.192 4.0 OX0 VlFx 29.9 95.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 483 516 0.139 657 12.0 0 X 0 VinlFlx st3 sty Peak AVF 238 231 0.159 538 9.0 0 x 0 VinlFlx st3 st3 Peak AVF 840 840 0.139 602 16.0 0 x 0 VinlFlx 2016-Oct-26 09:10,59 A * wrightsoft' Right-SuiteO Universal 2017 IT0,03 RSU24011 Page I651 ... ookeE(ienlilAGRW\Lot24ThornbrookeEdenlilAGRW.rup Calc = MJ8 House laces W Name Grill Size (in) Htg cf m) Cig cfm) TEL ft) Design FIR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VlFx 2016-Oct-26 09:10 59 wrightSOft' Right-SuileO Universal 2017 17,0.03 RSU24011 Page 2 ookeEdenIIIAGRW\Lot24ThornbrookeEdenillAGRW,rup Calc = MJ8 House faces: W wrightsofta Duct System Summary ah2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: Taylor Morrison Homes External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0120 / 0120 in H2O 0.188 in/100ft 840 cfm Job: Lot24ThornbrookeEdeni Date: 05.28.15 By: ER Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.188 in/100ft 840 cfm 127 ft I Supply Branch Detail Table Name Design 13tuh)(cfm) Htg Cig cfm) Design FIR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bdrm 2 c 2274 93 102 0.201 6.0 Ox 0 VlFx 34.5 85.0 stl bdrm 3 c 1907 57 85 0.202 6.0 Ox 0 VlFx 33.7 85.0 stl bdrm 4 h 2373 135 133 0.290 7.0 Ox 0 VlFx 12.6 70.0 bin 2 h 298 17 10 0,206 4.0 Ox 0 VlFx 31.6 85.0 SO bth 2 lav c 55 2 2 0.213 4.0 Ox 0 VlFx 27.7 85.0 stl bth 3 h 488 28 16 0.321 4.0 Ox 0 VlFx 4.7 70.0 loft h 1609 92 84 0.313 6.0 OX0 VlFx 6.7 70.0 loft -A h 1609 92 84 0.280 6.0 Ox 0 VlFx 15.8 70.0 rns bth h 966 55 37 0.193 5.0 Ox 0 VlFx 39.1 85.0 st2 rns suite c 3719 152 167 0.201 7.0 Ox 0 VlFx 34,5 85.0 st2 Utility c 981 21 44 0.199 4.0 Ox 0 VlFx 35.8 85.0 stl WC h 338 19 10 0.188 4.0 Ox 0 VlFx 42.4 85.0 st2 wic; (2) h 229 13 7 0.202 4.0 Ox 0 VlFx 33.9 85.0 stl wic; (3) c 36 1 2 0.298 4.0 Ox 0 VlFx 10.5 70,0 wic (4) c 32 1 1 0.289 4.0 Ox 0 VlFx 13.1 70.0 wic ext h 1058 60 53 0.189 5.0 Ox 0 VlFx 41.8 85.0 st2 wic int c 52 2 2 0.212 4.0 Ox 0 VlFx 28.5 85.0 st2 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 203 251 0.199 569 9.0 0 X 0 VinlFlx st2 Peak AVF 288 268 0,188 652 9.0 0 x 0 VinlFlx 2016-Oct-26 09 10 59 wrightscft Right.SuiteO Universal 2017 17 0,03 RSU24011 Page 3AM ... ookeEdenl[IAGRW1Lot24ThornbrookeEdenii[AGRW.rup Calc = MJ8 House laces: W Name Grill Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 840 840 0 0 0 0 Ox 0 VlFx 2016-00-26 09:10 59 wrightSoft* Right-SuileO Universal 2017 17,0.03 RSU24011 Page 4 keEden[IIAGRW\Lot24ThornbrookeEden111AGRW.rup Calc = MJ8 House faces: W FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildina Performance and Prescriptive Methods Permit Number: FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. El R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402,41.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air, 0 R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1,5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Uslm2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All 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 E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. El R403,11.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.13 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. 0 R403.2,2 Sealing (MandatoryNI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553,99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9,29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/26/2016 9:02 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41°C) or below 55°F (1 YC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use, R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403,4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403,44.2, 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the 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. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 13 R403,6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1,15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 10/26/2016 9:02 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Gam Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1 .1 Cooling equipment capacity, (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment- This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load, 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas, 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1 .2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps, 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.11 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R- 10 is allowed. 10/26/2016 9:02 AM EnergyGaugeO USA - FlaRes2014 - Section R405,4.1 Cam Page 3 of 3 42X42 A/C SL BY BLDR MIN 2' FROM WALL rt---t, r--_. l a fi 1 ABC l.lt PAD a j PAD T Tamc2. bath duct to roof cap € w/ fan Nutone 696RNB _ s._ imd6 d' d tO.YH AYif yp w F tl r ----- 8sRH e3 a 11 S: i s t2xb isCd r 4 L to ragf cap b4H MYRE NOTE70UNDERCUTRBELOWPRDMUNRESTRICTED21fCMIiNDERCUT LDv D tS i0 MABi7A8LE ROOMS 7— f" auc is/g+'ki5 V_d ln GMptiaMe Yith 171- a R,sid,MMl B A.WV Cod,-M 6 Q.4 bnianc, a r,t— am, EXCEPTIONS 1-3 AA. A.TA1.. C1 ^, Must have a minim— clearance cf A inches around the air handier per the State Energy code. Ail duct has an —6 insutation value. 4' a,yer duet to mf cop dryer vent 3' bath duct to roof cap w/fan Nutone 696RNB 1 r--__-_--__ x4',.a 1t- 1 ps 14o 9. BE210x6 8x4 Sim i Y-YnO=T— s'ro' rur ar µ4" 1 j 6 II i i im I 14x14 no 4no. g s 12 4 1 i3n 4. .. j 118x1 r 1 3' bath duct to roof cap w/ fan Nutone 696RNB 4, B 3 85 UT g ( 1W 1ID 1 d i4xUraI85d f t d43 4> 9 2' 8x 4 3 6 f 5 4' i iLOF- rnC-tY d-4' 32x12 rag Mi m 16. 16 r 10.6 1.cd 8EMg• , o:•4 35 T g; 3rw . w ac 12.6 1.cd 85 3" bath duct aaer to o roof cap Dv de oaf dao w/ far Nutore 696RNB i nia1 1i P 1. 6 1.. Ix4 1 4 5, 5 ;Ox6 I.cd j 14. 14 r, n 2 16l.cd I L— — — — — J r- a• ni xr aTc z+b rs,l raw. 1 a.iws 7 y I ate i gM 4oY 2A TOPNies V/5KV @240V !PH IUpy 11i3 I piatfwn by ME, Ijag Muse hove a ni im n clearance of 4 inches around the air handier per the State Energy code. A31 duct has an —6 Insulation va#ue. DESCRIPTION AS FURNISTIED: Lot 24, THORNBROOKE PHASE /, as recorded in Plot Book 79, Pljg(,-!s jv-u 7, Public Records of Seminole County, F-lorida. 01- PLAN FORICERT'IPIEMTO: Taylor Morrison of Florida, Inc, LOT 25 1 5. 50' 5. 00' 5, 00' W TRACT H (FUTURE DEVELOPMENT) N 00010'44" OF 50, 00' COT 24 1 25, 80' 25,80' 3. 5'x3.5' AC ( 2-TYP.) 30. 3, 6 0 03, LANAI 2 7- 67B" R 8" RECESS FOR FORPOCKET SLIDER POCKETSLIDER PROPOSED RESIDENCE MODEL: EDEN IB CLASSIC -A 2 CAR GARAGE RIGHT COVD. ENTRY 6. 0' Q) 13- 3, CA PAVER — WALK 20. 7' 16' PAVER DRIVE 25. 20' 20' CC ti Q) O LOT 23 0) CO 1 c) - 7 5 5. 00' Ok to Construct shngle fanjily hcm, ne with setbacks shown, 10' U7711'. ESMT. 93. 66' PC) 5' CONC. WALK J, —: J LIVING /40CURS FLAREFLAREGARAGE4473- 6.) N 00010'44" T41 - ENTRY 34 LANAI - 273 50, 00' EIRI.,.EZEWAY - NIA S i DRIVEWAY - 40,3 SQ'J"l iAIC PAO = 25 TREASURE LANE WALKWAY = 77 SQ'I, IMPERVIOUS - 49,98 ra ( 50RIW) TRACT I = 2.999 S( 21 UTILITY & AcGt','Ss R/W SOD 00 1 Slq , R/W m 550 1,-() APRON - 110 PLOT PLAN ONLY* SIDEWALK - 2-r0 So f-11 PROPOSED FINISHEDSPOT' GRADE ELEVATION But ING SEFBfiCKSc -k Soo = 19011PFRDRAWAGE PLANS NOT A SURVEY/ FRONT 25' PROPOSED DRAINAGE FLOW REAR = 15: PROPOSED INFORMATION SHOWN '6',5f3o GRAOING TYPE A SIDE 5.0 BASED ON SUPPLIED PLAN DRIVEWAY - PROPOSED F. F. PER PLANS - 24.9' SIDE CORNER 10' AND/OR INSTRUCTIONS PER SIDEWALK_ CLIENT NOT FIELD VERIFIEO) 171 )—SCOTT & ASSOC, IjVC. -- A SU VF. 0 YS, E, 1, ND R 7 R PLAT POL. POINT ON LINE 9400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-W)8-14,3C F ELI) T'YP. TYPICAL NOTES. k N PIP[ P.R,C = POINT Or RCVCRCURVATURE: RON ROD PCC. POINT Or CONFOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MFFTS THE MINIMUM TECHNICAL STANDARDS SET FORTH By R m FAD, RADIAL, THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER W- 17 OF INC FLORIDA ADMINISTRA) IV[ T I.,, CONCRETE ENT IIP' I.R. /# LR 4596 UP, HDN-RADIAL 2UNLESS EMBOSSED WITH SURVEYOR'S SCAT., THIS SURVICY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAC PURF'OSES, ONE". RECOVERED WA WITNESS POINTI? RESTRICTIONS P !NT Or DEGINNINGCALCALCULATED3. THIS SURVEY WAS PREPARED FROM PRE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY OF OVIL I OR EASEMENTS THATAFFECT THIS PROPERTY, POINT OF CDHHENCFX"TPRAPCRMANCNTREFERENCE -ONUMENT C C NTERLINC F. F. = FINISHED FLOOR ELEVATION 4. NO UNDERGROBNO IMPROVEMENTS HAVE BEEN LOCA70 UNLESS OTHERWISE SHOWN. NAIL L DISF D4, L. BUILINK SETDACK LINE 5. THIS SURVEY 11 PREPARED FOR THE SOLE BENEFIT Or THOSE CER17FICO TO AND SHOULD NOT BE RELIED UPON By ANK OUILP Lli! F/V RIONT-EIF-WAY D.N.DENCHNARK `N4 10NS SHOWN FOR OIC LOCATION OF IMPROVEMENIS HEREON SHOULD NOT RE USED TO RECONSTRUCT BOOM BY Llhii,S S 6. DIME Z ASENCNT B11 BASE REARING A 0 DRAINAGE 7. RZARINGS, ARE akSEO ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (13,11.) Una "Ll 1 B. ELEVATIONS, X 3NOWPI, ARE AA.AD 004 mnomt GcwEnc vmicAL DATUM OF 1929. UNLESS ONICRIPC NOTED. CININ LINK PENCE VCGDFENCE, CERTWICATr OF AUTHORIZATION NA. 45.96, CCp . . ......... ..... . ...... ON EYE OLOC P%Rt (Y' CURVATURE SCALE I" CA "T Cu' TA fWY Df SCR IP1 ON NoCCRTIFIF0 BY., DAIE ORDER --------- - AP- LCU(J" PLOF PLAN 10--26-16 VT K DE, TA 5612 -- It, CHORD C H-1,RD DEARING NORTH THffS BUICOINGIPROPERTY DOES,Nor LIE WITHIN - I'IfE A X TOO YF R FLOODPLANEASPER "FIRM' T G"" EYER, R.L.S. 14714 ZONE MAP j 12117C 0055 F. IA. n11S0EI1,' N.L's // 4801 T4> t Al L FTF TAYLOR MORRISON T T` THORNBROOKE - HOUSE TYPE: EDEN I ~ j i -- __i ; - 1 i LOT 24 L. - y. $ _. ' __..•.,_ i .____I--- lf%Ai WITH OPTIONAL LAUNDRY TUB SECOND FLOOR F N 11.7, L 3" WASTE U N E FROM 214D FLOOR TERMINATING 7,--, TO THE IST FLOOR F7-'- 7 .......... T T7, Residential Standard Calculation 9/25/1997 Version 2014 STEP 1 Article 220.42 & 220.52 sq. ft 4299 General Lighting load 2 Small Appliance 1 Laundry circuit Gen.Lgt, Sm App.& Laun. Load STEP 2 Article 220.50 & 220.51 [a A/C Condenser & Fixed Electric Space Heating 3 ton 4,275 VA AHU 1 7.5kW 3 ton 41275 VA AHU 2 7.5kW VA AHU 3 select J, M A/C #4 VA AHU 4 Select 1V A/C VA AMU 5 Select STEP 3 Article 220.53 9,500 VA 1 Water Heater 1,400 VA 1 Refrigerator 800 VA Freezer 1,200 VA Dishwasher 1,127 VA I Disposal 40 VA S 1 Range Hood 1,400 VA 1 Microwave 1,440 VA Central Vac 288 VA Mini Refrig 0 qoo VA Compactor 1 12,000 VA Tankless heater 1,500VA iV' Wine Cooler select Jacuzzi Tub select Sprinkler select Well Pump101""I"I select j 'TiFountain Pump select Elevator Pool Equip. Panel Other load 0 Other load STEP 4 Article 220.54 Electric Clothes Dryer: STEP 5 Article 220.55 Electric Ranges or Number of appliances Eden III Model 1) 0 , Al), Lenhart Electric Company 12,897 VA 8618 N.E. 43rd Way 3.000 VA Wildwood, FL 34785 1,500 VA P 352-748-5818 F 352-748-3349 17,397 VA 8/31/2016 13 02 3,000 VA @ 100%= 3,000 VA 14,397 VA @ 35% = 5,039 VA VA @ 25% = VA General Lighting Demand Load 8,039 VA CITY 8,300 VA 1 r., Heating Load 1 16,600 VAI 8,300 VA t CU Load 1 10,150 VAI VA QtY VA Greater of Heat @ 100% vs,A/C @ 100% 16,600 VA VA Appliance Demand Load 7,625 VA 4,500 VA 1,400 VA Dryer Demand Load 7,200 VA VA 1,200 VA Range Demand Load 8,000 VA 1,127 VA 540 VA ervice Demand 47,464 VA 1,400 VA VA Demand Load [3@240V,lph 198 A VA VA Neutral Demand 96 A VA VA VA Min.Service Req, 5 200 A VA VA VA VA VA 100% Demand VA No Demand VA No Demand Total Appliance Load 10,167 VA 4 or more demand @ 75% plus 100% demand loads 7,625 VA 7,200 VA 8,400 W Col C demand 8000 Cooktop Col B demand Check Box for Gas Range Cooktop Col B demand Use this area for your own notes Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dein Factor 0% Cooktop & Oven Demand Load W Pool Panel Feeder Calculation (See Note) Continuous Motors 0 Non -continuous 0 Spa heater 11 kVA Pool heater 3.5 ton Pool heater 5 ton-, Pool Light select 0 Blower select 0 El 2400 other load 0 0 240, otherload 0 0 240v 0 Min Coker Pool Feeder AWG A B N 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0- 0 0 0 01 A A, A Minimum Panel Ratin2 A Phase Amperes -1 Neut. I ad Continuous Motors select 1'w 24N select 240v select W,, 0 240v select 240v Select 240v Non - continuous Motors 0 240v selectselect 240, select 240v select 240v select 240v 1 0.0 IMotor Neutral Load Max. Unbalanced Neutral Load HATCHING LEGEND Lm MOM I&L N ATE vat 54 BOrOf1 ff tHi:t-7^ — — AT V V OF. ckum o'.zs'-vTEA 9'-4• PLT. HT. I I f f f I I I o bJS I 42X42 A/C SLAB BY BLDR MIN. 2' FROM WALL *4 Oz-z A/C i A/C PAD I I PAD I @ t-----1 L- j °a 3" bath duct to roof cap w/fan Nutone 696RNB 76 % 4a. AT 0 X iEP.5 i 0V 6' CIAQa 41 12x6 Iwcd 115 g s' a s 7' FAMILY ROOM 9' 76 -0•Y16 -0• Fm 9'-4' RUT aa. s srauGE' 4 s-' c. 6 120V`t C 7s 1 '• ii ti c Q, 5 C) t • 16 5i TOK g,s. S C\. LS CA- rl d STaRKF I CF Y•coo PAYHi 13- 4`-4" A G. 4 G _ r- — — L NYtATE 60IOX6 Iwcd faulvats y u. sI rGARAGE 9'-e PLT. HT. & I RNf i Z cravataLMSTAO 00m lox a g-4' as I I O Ui D 8' ar; 4fJDR00N LKa:SWaV tY: e RAVR+ r. CK. 8 1w r 4 L-------- I LU LU 1 12x6 Iwcd r4 T- U as 1 1 1 1. L%"t t-"-S 20 I15 IM I 1 Ulm I g KiFt FVST Y' H R" 36' Vt CLhTHYJib TA " AU LK DF 7M aK Y• r 7 6tORY p; I RAT IEACH2 AFF 12' a ac DR ENTRY I AT 6'SARF. I 20 TON W/SKW 2240V IPH wit x,' a asset --- -- 6----- ---i I-- .Y rueH I8x10 plen autrlcTCP f ! P 20x12 rad s I (I platform by g I0x6 iwcd I I AFMFRMabldr 75 III eToe S state 1/8'=I'0' rz'-aBRKFST LIVING ROOMo-o rz'-a` 7• 15'-4•Or-o' < 9 _4. nxrvm— DQ 5FK TLf G ,. CN; OF SEDQd7 '-'• FLAT a s •• 4 Qi v SOx6 iwcd 6' -i RMRA& t I 225 n 12x6 liw Od 9'-c FLAT ac. 90 _ 1 II 14x8 Iwcd ,T Corp 60TO B-r I I WWX F 9j It nau t• wSk awsu vA bsu 7'kitchen vent 0, AT S'-e MAT60 FO, AT BC to roof cap NOTE TO BUILDERftST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/ grills sized in compliance with Florida Residential Building Code-1011602.4 balanced return air. EXCEPTIONS 1- 3 RAATKI_Cl ! Zi z Must have a minimum clearance of 4 inches around the air handler per the State Energy code. AR duct has an r=6 insulation vatue. I argc f I I f E i I I I 1 n U I 3' bath duct / to roof cap w/fan Nutone 696RNB- VEY I I i tf E s 0 r 3" bath duct to roof cap o w/fan 4' dryer duct to roof cap j\f atone 696RNB = - w/dryer vent box oeE4 Y-ft o1ev.Fa LLV" w AT Ta ca Tcp Y 8x4 Iwc E I c I ISPACE uv ga fnc 5 r I re 10 € l I w1at 110x6 Iwc 4 x4 w TO € 100 tP f I€ raa 3 tM• Aps as .t< €mw lOx6 twcd 45 ; f 5, 1 5 Ox6 Iwcd ;°4 € M2 FOR 6-H BEDROOM 1 551 q' 8x4 1 raRE - -5e ( vwsceE _ G2'-o' FLAT CIG. 6 € FA AT 14x14 ra 2-idr4wF g 4 d 4x4 Iw4' BATH I Y BEDROOM 3 12'-8`xin'-C G'-o' FEAT as 85 10x6 lwcd 12x12 rag i BEDROOM 4 135 Q ' t Q w tt'-O"xtY-4` W-w FEAT CLG. 12x6 lwcd w Y•0'RAT G'& r Y-r RATaA — — — — UX8N1 € 12, 12` 14x14 ragj i 18xk rn tt wIsra. € D k MASTER 9 5 i 9' 46_oLUE 5 165 W-W TRAY ac. 4 8 CQVERE 4 I 12x6 lwcd BALCONY e E G'-O' PET. HT. € RAT FEARASM2WF.F. GALL 4 € FLATfEADEQ MW. 6' wt b6 IOIL/ f AT S-0' AFf. 9' G+u € AAN 10x6 tw d w < BRA85aP.aru 6' Paara 12' 4' OFTtrio xts_ta n4AOb* f 2.0 TON W/5KW e240V IPH G'-(r FLAT ac. f"v € 1840 plen GALL 16x16 r 10x6 twcd platform by Q 85 scale S ba c4 € 16x16 rag I 3' bath duct wwBullder to provide half door to roof cap w/fan Nutone 696RNB 11r%nrn _rF L' ^rt Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. mm W1 1A MiTeK Site Information: Customer Info: Taylor Morrison Lot/Block: 24 Address: City: Sanford Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss desig'ns rely on lumber values established by others. Project Name: TB0024 Model: Eden III Subdivision: Thornbrooke State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 100 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 Seal# Truss Name ClA T97'977 12 'C16 T9797713 C2A T970714 C3A T974771 5 " C36 T970716 'C5A T00717 C513 CJ1 TW§7719 'CJ2 E7A EA EJ5 EJ7 FG1 Date 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 No 18 16 20 21 22 23 P401 Seal# T9797729 T9797731 T97GIM2 T9747733 T9797734 T9797735 T9797737 TW97739 T9797741 T9797744 Truss Name Date FG2 11/3/16 FG3 11/3/16 FG4 11/3/16 FG5 11/3/16 FT1 11/3/16 FT2 11/3/16 FT3 11/3/16 FT4 11/3/16 FT6 FT7 FT8 FT9 FT10 FT1 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct Supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1, These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek, Any project specific information included is for MiTek's customers 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 should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 t,1111111111 eR R 4e 0 441STATEOF 40 4, 0 N A llttf#1111104 Walter P Finn PE NO,22839 MiTek USA, Ific, FL Get 6634 6904 Parke East Blvd. Tarnpa FL 33610 Date: November 3.12016 Finn. Walter 1 of 2 I a :11 Site Information: Customer Into: Taylor Morrison Project Name: TB0024 Model: Eden III Lot/Block: 24 Subdivision: Thornbrooke Address: City: Sanford State: Florida No, Seal# Truss Name Date No. 35 T9797745 FT14 11/3/16 78 36 T9797746 FT15 37 T9797747 FT16 FT138T9797748 7 39 T9797749 FT18 40 T9797750 FT19 41 J9797751 F-fk 43 T9797753 FT22 44 T9797754 FT23 45 T9797755 FT24 46 T9797756 FT25 47 T9797757 FT26 48 T9797758 H5A 50 T9797760 H7A 51 T9797761 Hil 52 T9797762 HJ3 53 YT9797763 Hi5 54 T9797764 HR T0155T9797765 56 T9797766 J02 W J970767 T03 58 T9797768 T04 59 T9797769 J05 60 J9797770 T06 J9797771161 62 J9797772 T08 T09 64 J9797774 TIO 65 T9797775 T11 66 T9797776 T12 T1367T970777 68 T970778 T14 T1569T9797779 70 T9797780 T16 71 T9797781 T16T T17T72J470782 73 T9797783 T18T 74 T9797784 T19T 75 T9797785 T097786 T20T 76 T21 77 J9797787 T21T Seal# Truss Name 11/3/16 79 T9797789 T23 11/3/16 80 T979779011 I T241 11/3/16 81 T9797791 T25 11/3/16 82 T9797792 T26 11 - /3/16 183 J9797793 11/3/16 84 T9797794 T28 11/3/16 85 T9797795 T29 11/3/16 86 T9797796 T30 11/3/16 87 T9797797 T31 11/3/16 88 T9797798 T32 11/3/16 86 T9797799 'T33 11/3/16 '40 T9797800 T34 11/3/16 91 T979178011 T35 11/3/16 92 ' T9797802 J36 11/3/16 93 T9797803 T37 11/3/16 94 J9797804 'T38 11/3/16 T39 11/3/16 96 T9797806 T40 11/3/16 97 T9797807 V01 11/3/16 98 T9797808 'V02 11/3/16 99 T9797809 V03 11/3/16 100 T9797810 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 11/3/16 2 of 2 Date 11/3/16 11/3/16 11/3/16 11/3/16 T9797711 160024 rs Come( jack I I it 1 Job Raferenc nLl 7.640spr 19 2016 MTek Indkw ID:YPdNv2JXSeH2BWkHvoslYgz4C,i,nX-YxGM19S 1-0-0 1 LOADING (pest) SPACING- 2-0-0 CS1, TGLL 20,0 Plate Grip DOL 1,25 TC 0,08 TCDL 10.0 Lumber DOL. 1,25 BC, 0,04 BGLL 0,0 Rep Stress Iner YES WEI 0-CO BCDL 10,0 Coda FBG2014r`TP12007 Matrix) 02 15 57 O3 2016 Rage I 187yTo8e7I5yI1WSqyNCHk Scale - 1 7. I 4 DEFL, in (Ioc) I/datt Ud PLATES GRIP' verl(t1) D On 4 999 240 MI-20 2,14/190 4&Tt(71,,) 0.00 4 999 180 Horz(TI-) 0,00 3 nha Weight 5 ib FT = 20' LUMBER- BRACING - TOP CHORD 20 SP No,2 TOP CHORD Structural wood sheaffilng directly applied or 1-0 0 Oc PUflin,$, BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. REACTIONS. (lb(size) Max Horz 2=41 (LC 12) Max Uplitt2=-57(l-C 12) Max GraV3= 17(LC 3), 2=1 35(LG 1) FORCES. (Iby - Max. Comp/Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASGE 7-10, Vult=139rnph (3-second gust) Vasd=108rnph: _i-GD[_-4,2psf1 BCDL=6,Opsf, h-251f, Cal, I!, Exp B, L-rid', GCpl=O 18, MWFRS (envelope) gable end zone and C-G Edenoi(2) zonla,G-G for members and forces & MWFRS tot reactions shown: Lumber DOL=1.60 Plate grin DOL=1.60 2) This truss has, been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(%) tot truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 57 lb uplift at joint 2, 6) "Semi -rigid pilchbireaks with fixed heels" Member end fixity model Was used in the analysis and design of this truss, 7) 'This manufactured produel is designed as an individual building component The SUilabilily and kise of this component for any paitculat building is the iesponsibrity of the building designer pw ANSI TPI I as referenced by the building code." Al, WARNING REAP NOTES ON THIS AND INCLUDED ARTEKREFERANCE PAOEMI-7473 rev, f01031201SEJEFORE USE, 0-sklin', Ilt.f I -I uIo,l'iv wilt, Mil,*lst II -,l1y-4-nj-H,Il,-,I,i1 It 1%1 I I, 'It , I ist"I <xr 4,A tuirilllj - I, I" I 11" I"to I li, Is I It— 4,I4 AAIP (1 I, ,I, It l I' it'll r7<+4" ori,if v 'I,,I it, kit,,, loqjl, it A111(I "V'Moll t A n. iM, ik-I ll• l""', J '' zl I, 1/"i Jo; , 'I" I" tot ,I< , Itt"I Aor ., to, 't, K ('IV, I I)r 1, ill, 1, of tfll,. =s,)ivl lik-syr, v I I,,. I,-ANSJ1TPl I Quality Criteria, DSO-89 and BCSI Wilding Comp*nent Solely Information Olil,114, ff-ili JIMs 7,W ri Flj,,X<lt,o;( l. 1,11\ ?'?314 Nil' M iTe k6904ParkeEast BlI',l Tamp" FL s3610 T1300,14 Coyne Jack I City Ply E9797712 Job Ariferen e 0 7 E4Q s Ap 19 2018 MlTek lriA61ms Inc. Wed Nc,,, 02 15 57 0321016 Pap I D:YPdNv2JXSeH2BWkHvoslYgz4GiiiX-YxOwHqS BohvWNXihbFKJl8Z8Toae,-115MIulSqyNCHk Scale = 1 6.6 3x4 1 c'O LOADING (psh SPACING- 2-0-0 CS1, DFFL, in Irx'l Udell LAI PLATES GRIP TCLL 20,0 Priale Grip DOL 1 25 TC 0,07 Ved(LL) -000 2 -,999 240 M V20 244/190 T(;DL 10,0 1 UMber I)C'L 1,25 13C 01,01 Vfdt(IL) -0,(X) 2 999 IBO B(',[-L 0.0 Rep Stress Incr YES w F 0,00 Horz(TL) -0,00 3 n/a n/a BCDL 1100 Gode FBC2014irTPi2007 Matrix) Weight, I) ib F-T = 2D",,, LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Situciulat wood sneathing directly applied or 1-00 oc pothns, BOT CHORD 2M SP No 2 BOT CHORD Rigid ccalong direxfly applied or 10 0-0 oc REACTIONS. (Ib/size) Max f1orz2,-t23(t_G 8) Max LJp14t3,-9(LG 1), 2=-91 (LG 6) FORCES, (lb)-Max.Comp,/Max Ten. -All forces 250 (Ib) or lessexcept when shown, NOTES- (7) 1) Wind: ASGE 7-10, Vult=139tnph (3-sisco,ndgust) Vasd=I08mph, TGDL=4 2psf, 13M-,6.0psfl h=25tt' GaL III ExpB, Encl_GGPI=0,1f3, MWFRS ( envelope) gable end zone and C-C Extenor(2) zono'G-G for member, and forces & MWFRS far reactions shown; Lumber DOL- 1,60 plate, grip DQL=1,60 2) This truss has been designed for a 10,0 PSt b0ttOrTl ohord live load nonconcurrent with any olher live, loads, 3) ' This truss ties been designed for a live load of 20,0psf on the bottom chord in all areas where rectangle 3-6-0 tall [)y2-0-0 wide will fit between the bottom chord and any other rnerneeroi, 4) Refer to gltdiar(s) for truss to trus, connections, 5) Provide mechanical connection (by others) of Miss to hearing plate capable of withstanding 9 Ib uplift at joint 3 and 91 it) Uplift at joll-il 2, 6) " Semi -rigid pitchbreaks with fixed heeis" Member and fixity model was Used in the, analysis and design of this Truss. 7) " This manufactured product Is designed as an individual bedding component. The suilability and Use of this component for any palliCUlar bUlldirliti is We responsibility of the building designer per ANSI T P1 I as referenced by the hu0cling oode," WA RNWO , Vadle design parameters and READ NOTES ON THIS A NO INCLUDED MITEK REFERA NOE PAGE AM- 74 73 m,,, 10,1031201 S BEFORE USE, ri I V. it(, ; (of isk l A y v.ith Mil t' I at for, < -4ni5.twSA i iitV , it , n l; 11, 8, l' a b'l , I no. it '. 3 V, f't it vt ' 11%1il, 1, 111 A A ltrr" I t , q n I I , r IF tI I AAI' jrt) I io ir-lloti it I it t I, kill "flv( I' l'A lim )fvi/l ft"l, I meml"' "ily A 1, 1, u q - vain A i Ir A" 'I it t 't, ?a ,,I MiTek i' Irwtlys I - Injw, I rt'i SIA Orly, it l' I It, t'wv'Ta Witt, t r it lopnV,jr, Iti, 'I -lv 4 w" I"(, ttlk J H, - I( 'l' it, Vi't) it,,, A"nA' r'p'w'iAlv'ly t"'I"llit of Imssottn,1 Quality Crillarra,DS8,89 and SCSI BulldIngCompartertf 6904 Park. East fil,d Safety Into(mation ' W4, 1t+1 lf-ill tr'iss Pi'k, litttittitt" "'Ni N IceSti s.t Si fltsr319 Aovir, ?2'M 4 Tampa,FL 336lo TB0024 jC2A Coiner Jack, T079771 3 I iarnpa Tui DiYPdNv2JXSeH2BV 1 -0-0 2-2-10 LOADING (psd) SPACING- 2-0-0 TClA_ 20,0 Plate Grp DOL 1.25 1 CID[- 100 Lumber DOL 1,25 BCLL 0") Rep Stress Incr YES BCDL 10,0 Code FBC20141TPi2007 LUMBER - TOP CHORD 2x4 SP Ni,2 BOT CHORD 2X4 SP No,2 2x4 7-' Apr 11) 2016 MiTek Industries Inc Wed No, 02 115 57 04 2016 Pace I oslYgz4GniX- 07alVOScy(',,pm8X6uFlmZsFhkRt8[-NaXFbhdr C-,yl Scale 1 10,3 SO 2, ------- ---- --- — -------- --- — -------- CSL DEFL, in (Ioc) t1defl Ud PLATES GRIP TG 009 Vert(LQ -000 2 >999 240 MT201 2441190 BC, 10 04 Verljl-) -0.00 2-4 >999 1180 VVB 000 Hor7,(-R,) -0 00 3 n/a Iva Matrix) Weight 9 ib FT 20". BRACING - TOP CHORD Stitictural wood sheathing directly applied or 2-2-10 oc purling. BUT CHORD Rigid ceiling direr Myapplied or 10-0-0 oc, bracing, REACTIONS. ( Ib/size) 3=3,3/Mecl)aritcai,2=176/0-6-0,4=19/MechatiicaI Max Horz2=67(LC 12) Max 0plrft3=-34(LG 12), 2=-59(W 12) Max Cvav3=33(LG 1), 2=176(LC 1), 4=38(LC 3) FORCE& ( 1b) - Max, Gomp,/Max, 'Ten. - All forces 250 (In) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10: Vult=139fnph (3-second gust) Vasd=108mph; TGDL,-=4,2psl: BCDL-6.0psfl h=25fll Cat. If: Exp B, Encl- MWFRS ( envelope) gable and zone and G-C) Extenor(2) zonG;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 leads. 3) * This truss has been designed for a live, load of 20.Opst on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other members. 4) Refer to girder(s) for liUSS to trUSS connections. 5) Provide mechanical connection (by others) of truss to heating plate capable of withstanding 34 lb uplift at joint 3 and 59 lb LIPlift at Joint 2 3) " Semi-ngid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design Of Ibis iris'. 7) " This manufactured product is designed as an Individual building cornponent, ThesurtabMy and uss, of this componcnt f r any particular building is the responsibility of the building designer per ANSI Till I as retrdence-d by the 1>uilding code." A L WARNING - Verity design parameters and READ NOTES ON THIS AND iNCLUDED MITEKREFERANCE PAGE Aftil-747.1rev , 1010312015 BEFORE USE. vjli l I"T u— olily will, l"W k un<> 1-(,, ts t'rv,"j only ul—n J wl, "In'ti i, I-1 iii lndividw3l t,ilg,jill j , lv'l I Iv+ v dty lh-11111, ,tflily -1 1, 'A"i pvrn fly 4y 11, IN, A-n "n— lh, - "-Foll Nil' 1014tyq-r- ioli, ... t-c,-W'V MiTek, J, (Aw, ly, w,lull ro, srjlqillrr, I 1will, i—,"'At rle t a until tinjuty,m" ljvj,nty J in, kj, I"t }< ,qq ll 111w I. A,11< Al, , I, stox,;r l", ktiv,ny, , 11 i, It 1, J-jj,fj of , I ho"', rY<h>rns 6904 Parke East Blvd Solely Information (uO)t 4o tom lirivs I'l. lte instiN t4Fs, Mi N, i-`Ji-I, i(M,, VA 7?314 Tamp,, R, 33610 G3A Come, kr(k Ply 1971?7714 I 40 S Ara IV : Vl (IM) I eK MQUSIrie$ ItIC VVeV i4rry - - I D: YPdNv2J XS0128W ki- rvoslYgz4 G in X -07 it VOScyiliprn 8 X6ir Fit nZsFhktt83N aX FhhdT 1-0-0 3-0-0 Seae = 1, 1 L 3 fi L------ LOADING (psi) SPACING- 2-00 CSL DEFL, I(Ic) Udefl L,d PLATES GRIP TCLL 20'0 Plate Grip D(X 1 25 f G 0,07 Veil(I,L) -0,00 9 999 240 MT20 244/190 TC'DL 10,0 1, Limbeir DOL 1 25 K", 0,06 Vert(rL) -000 4-9 >999 180 BGLL 0,0 Rep Stress Inct YES WB 0,Uio Hoiz(IL) 0, (',0 3 n/a n1a BCDL 10,0 Code FBC20141TP12007 Matrix-M) Weight, 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP GHORD Situctural wood sheathing drapolly applied or 3-0-0 or. purfins, BOTCHORD 2X4 SP No,2 BOT CHORD Rigd ceiling directly applied or 10-0-0 oc bracaig WEDGE Left: 2x4 SP No,3 REACTIONS, (Ithisize) 3=51/livilectranical, 2=221/0-6-0,4=23,(MechaniGal Max Horz2=84(LC 12) Max UpItt3=-39(LG 12), 2=-62(LG 12) Max Grav3=51 (LC 1), 2=221 (LC 1), 4=39(LC 3) FORCES, (1b) - Max, Comp./Max, Ten. - All forces 250 (1b) or loss except when shown. NOTES- (7) 1) Wind: ASGE 7-10, Vult=139rriph (3-second gust) Vasd=106mplb, TGD[_-4.2psf: BGDL=6.0pid; h=25ft; Gat. il: Exp B, Encl., 6Gpi=0,l8; MWFRS (envelope) gable end zone and C-C, Extenor(21, zone'(3-C for members and forces & MWFRS lot reactions shown: Lumber DOL= 1,60 plate grip DOL= 1 .60 2) This truss has been designed for a 10.0 pst bottom chord live toad nonooneurrenli with any other irviz, loads, 3) ' This truss has been designed for a live toad of 20.0psf on the Bottom chord In all areas where a rectangle 3-6-0 tall by 2,0-0 wide will tit between the bollorn chord and any other members, 4) Refer to girder(s) for aUSS to IrLlSs 00orlK,11011S. 5) Provide connection (by 01410(S) Of 1JUSS to healing plate capable of withstanding 39 lb uplItt al joint 3 and 62 lb uplift at )chit 2, 6) "Semi -rigid istchbieaks with fixed heels" Member end fixity model was kiae(j in the analysis and design of this truss, 7) "This manufactured product is designed as an Individual buflding component- The suitability and use of this Component for W)y particular building is the responsibility of the building designer per ANSI TP( 1 as referenced by the building cede," WARNINO, V.0tryd.449n parameters and READ NOTES ON THISANO INCLUDED WEI( REFERANCE PAGE MII-7473,ev, 10irlt"058IFFORE USE, 0"r,l')o volki fuse "I'iy with Mil'*nnur t IS lhk" i 4,11Ii, I r.lsa f 'i'ly ul-n pal in. 11, r"i ill Ut ii b lu A I "it, iql'i , "VI'l r t it tva'% Yslom 11"Jiaou", IS t ' kid, III ' I , I, t N " P, " I; " 11; 1, Jil - 11, I Is 1, 4 V' I I t t P , klini I, 4 (1 Y VA If r, )I it t i" " i I it " i/, 'i r , + i 111, -ill'(. A 1 lair a, 11 1, ' I 't it" 4 !111 " ii , i, 111 t[ MiTek e , Irw iyS 1 1, 111, i" i (ol !It 41ity (Ir 1 if , I'(-, 0 ( ,It, 11 'v w'IR I I , ""'ff 4, r , f S''? 1, 0 It lik 11 y ,I" I I I ('I "r t y, 1, 311 e 1, f I r , e J ' 't, 11 , 1, A, I It v , , r, i t 1, it th I if i<, Pthi( il'i' .... . ,ANSIITPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East 810 Safety rnUIUrafton,Tv'iikA+- lufll Imy'flolo IWV'Ito' 218 H I-, Tampa FL 33610 T russ Truss Type Oty Ply 03B co'w Jack 2 19797715 lDiYF1dNv2JXSeH2 100 3-0-0 3x4 -- Jot) Reference a lianas _ 0 s Arl, 19 2016 M,Tek indurInes [no Wed skly 02 IS' 57 C15 (I% Page I oslYgz4C,mX-VK8gi[..TEjPxdmgh5pOkioPSEv3HT961i3OqLNP scale a 1 11 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in for,) Udell Ud PLATES GRIP TC L IT, 200 Piate CwIp DOL 1,25 T C 010 Verr(LLI -0,00 2-4 999 240 M720 2441190 TCDL 10,0 Ultyib(T DOL 125 1BG 0,08 Vefl(i L) -0,01 2-4 999 kilo BCLL 0.0 Rep Stress Incr YES WB OA)o Horz(TL) -0,001 3 n/a nVa BODL 10,0 Code FBC2014[TP12001 Milifix) Weighl, 11 Is FT = 20% LUMBER- BRACING- 0P CHORD 2X4 SP Nc,2 TOP CHORD snuclural wood st)eathing directly applied or 3-0-0 oc puilins, B() T CHORD 2x4 SP No,2 ROT CHORD Rigid ceiling directly applied or 10, 0-,) oc bracing - REACTIONS. ( In/size) 3= 581MIscl iani oat, 2=205/0-8-0,4-:26/mechanloal Max Horz2=44d-C 8) Max JpIM3=-44(1-G 12), 2---108(LC 8) Max Grav3- 58([-G 1), 2=205(LG 1), 4=52(LC 3) FORCES, (p) - Max. Comp,/Max, Ter), - All forces 250 (11)) or less except when shown. NOTES- (7) 1)Wind: ASCE7 10;Vtt11=139fiipPi(3-secondgust) Vasd=108;iipti;TCDL=4,2psf; BCDL=6.0psf;h=25ftl Cat, III ExpBEfirl.,CCpl=0.18; MWFRS (envelope) gabk-) end zone arid C-G Exteoor(2) zono:CC for members arid forces MWFRS for reactions Shown. Lumber DOL=1,60 plate grip DO[-1.60 2) This truss has been designed for a 10.01 psf bettorn chord Ims load nonconcorrent with any other live loads. 3) * This floss has been designed for a live load of 20.Opsf on the holtorn 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 membets, 4) Refer to gitcler(s) for truss to truss Connections. 5) Piovide mechanical connection (by ethers) of Iruss to bearing plate capable, of will-istanding 44 In Uplift at joint 3 ind 108 Its uplift at joint 2. 6) "Semi -rigid pilchbfeaks with fixed heels' Member end fixily model was used in the analysis and design Of this hUSS, 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any paitic,ular building is the responsibility of the building designer per ANSI I P1 1 as refer enct-ld by the building code " WARNING - V ffy Oinnilr pammetes and READ NOTES ON THIS AND INCLUDED Mil REFERANCE PAGE M11-7473m, UreUhiei BEFORE USE, siII(, 1 t('I 11— =, Ny ",fit, Mink -'( ni,o, I -is, rhtt, si<1iti K q1 1, ,iy, it' , 1, 11 aliel"I"h< "ot , , )I v$ Is (, I A 1 it "'il"A In it I lir,lal j , mt i l,I it, t"'I Ili i%s oy'lo" kit f 'Is! Lis,.',Lis,.',lfi,J,sion-1 mli't ;,Ilfy th—li 1:* if 40y „4, 1,stqn [,)I, iiV fC 4 , n, I I " 't —l'; if{ (—q , " flc , 9,K J—k)n all, , it ,, , V,,,It of I "Ar, 11"I dm"lois hoco") ii I is 1- I,--ni t i, ksisi -fiiviIw l tow, —t-rlr It," I ,,Ij1v, 't 'yj,J zl I"f"i -,;,As, , 11, 11 -1w A"mr Iin'r MiTek Ill I ifA,kAV,),,If"'j''ttyd,nnhI, I", I'Altd, Al-, ' Ih, foOl, , lnk,n, 0 v los" 0+V(ly care,,Aol, ff), I Quality Criteria, DSB-89 and SCSI Building Component 6904 Pfrike Kaol Bed Safety information aIvo4l, Alkl 11-vil 4m, fl*, Imlltul,, 21 il N i-, 4kml,,3 it Nex indri"), V/\ 7?3 14, Tampa FL ',cliliO T9797716 C'A Jack-E pen , r '.t t 1-0 1-G-0 7.640 s Apr 19 2016 M(Tek fndusr-es. Inc. Wed Nov 02 15.57.05 201E Parle 1 IQ:YPdNv2JX5eH2BWkHvoslYgz4 GmX-VKBgiI_TElPximgh8p6HaE'SEr NQy61n0gLNPWiyNC,Hi 2x4 :...- 3>6 t+r 5-00 Seale = tt7.S LOADING(psf) SPACING- 2-0-0 CSL DEFE. in (10c) I/deft t_td PLATES GRIP TGLi 20-0 Plate Grip DOL 1.25 TG 0_36 Vert(LI_) -1)_03 2-4 >999 240 MT20 2441190 TCDL 10.0 Lumbe€DOL 1,25 BG C?.27 Veft(JL) -0,7 2-4 >777 180 BULL 0.0 Rep Stress Incr YES WB 0,00 Hoez(TL) -0.00 :3 n1a rVa BCDL 10.C7 Code FBC20141TP€2007 (Matrix) Weight: 18It7 CT = 20I LUMBER- BRACING - TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly appled or 5-0 0 oc puffins_ BOT CHORD 2x4 SP No.2 BOt CHORD Rigid ceiling directly applied or 10-0-0 oc braeing_ WEDGE Left_ 2x4 SP No.3 REACTIONS. ( Ib(size) 3=131/Mechanical, 2=273/0-6-0, 4 47/Mechanicsl Max Horz2=128(LG 12) Max L)pltft3=-108(L(_: 12), 2=-69(LC`, 12) Max GraV3=131(LC 1), 2=273(LC 1), 4=04(LC 3) FORCES. ( lb) - Max. Gorrip_/Max. 'Ten- - All forces 250 (lb) or less except when shown. NOTES- ( l) 1) Wind` ASGE 7-10; Vult=130mph (3-SeGOnd gust) Vast=1 C&arriph, TCDL=4.2pst, BGD1,=6.0psf, h=25h; Cat. II, Exp B, Enc1., GCpi-0.18, MWFRS ( envelope) gable end zone and C-G Exter9or(2) zone;C-G. for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate gnp COOL=1-60 2) This truss has been designed fix a 10.0 pst bottom chord live load rionconourrent with any other live Loads. 3) ` This truss has been designed for a live toad of 20.Opsf on the bottom chord in all area, where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to g4dear(s) for truss to truss connecaions. 5) Provide; mechanical connection (by others) of floss to bearing plate capable of withstanding 108 Ito uplift at joint 3 and 69 in uplift at joint 2. 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity rnodel was used in the analysis and des€gn of this truss, 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building cede Ali WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE 11,01-7473 rev 1010312015 REF@RE USE a krArrcfit i f i tse= rav ;.4(h ivtik k xx e ! r itch c€< k ai; is kwau t -Ny tr <=n t tr 31 .Ir r sr r .::rr i 1, tr, x1 u1 f'vi,ivai txxi4 fintt . *r 3t l"'id,n: A 1h4rca w, li, ti atf,> L,re. rru„flea Ca dt lHe7 S st;.in nust "'kil is I,, d!< tt tifty„t f ,t rfznt r is G; ..rr.;fi t =ikY Nt E{ iit tl xs 4 nttn iti fir .y::•n rii t matl. IIi Ey}d<-str)n t'a,; hart ltxAccltEtiris l• farFau ni ttu-ktir,,E fEi.#4;-kt•a 111iu s,+:eh >ii ftxcf,fnF ml-^v,,xdy. Aci iitt ia xt ke fi4vv by <nitr. <•in Nil' W D+ r all,} i , I, rlsa< tysr fua tfai t zf plifY tn fl r[rvm[ Ik<g ,.: tiatlt E tint ae { zt gxzl 4flury zrx4 rx,fxsrh ktm f„ I x tac rei s4 rtuk3 xi fu{}:xr Ar,t the G rkvk ertk it. t . a<J+..kzlh gay rNe.< tlon rid hr x Ing or h rsc,^, on I hers. syslorns. % , ANSf/TPI1 Quality Criteria, DS8.89 and BCSi Building Component 6904 Parke East Blvd. Safety Information cc•.Cri 4e tt,,m Ir ass iq,=c andd r ','A <7114. Tairrpr. FL 33610 7y70717 Tf30024 'C56 (corner Jack I _ 1 Plant Cdy Florida 3s566 7.640 s Apt 161 2016 Mi7ek Industries. Inc. Wed Nov 02 15.57.06 2016 Page 1 ID_YPdNv2JX5eH2BWkHvoslYgz4GmX-zWi2whOsTj3UNgGHNjotxgtni7hlLrU1Y2..6y28yNC Hh 1-0-0 Scale: t"=t' 3x4 :::: 5-G_4 D-00 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc) ltdett Ud PLATES GRIP TCLL 20,0 Plate Grip DO[- 1 25 TC, 0.32 Ven(LL) -0-03 2-4 >999 240 MT 20 2441190, TCDL 10; 0 Ltt#nher DOL 1,25 f3C"1 0,26 Vert(1 l-) -0.07 2-4 >820 180 BC:I_i_ 0,0 Rep stress fncr YES WB QDO Horz(it) -0,00 3 n/a Isla BCDL 10.0 Code FBC20147CP12007 (Malnx) Wehghlt 17lb FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD StructUral wood sheathing ditec,ify applied or 5-0-0 nc PLIHMS- BOT CHORD 2x4 SP Nr .2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bmc mg. REACTIONS. (lb/size) 3=1271MechaniGal, 2=27610-8-0, 4-46/Meolianical Max Harz 2-66(LG 8) Max Jpfift3=-86(LG 12}, 2=122(LC. 8) Max Grav3=127(LC; 1), 2=276(LC 1), 4=92(LC 3) FORCES. (11b) - Max. Comp./Max. Ten- - All forces 250 (Ib) at less except when shown. NOTES- (7) 1) Wind: ASCE 7-10, VU4=139mph (3-second gust) Vasd-108roph, TCDL=4.2psf, BCDL-=6.0psf; tt=25ft; Cat, li; Exp B, End., GGpi=0.18, MW FRS (envelope) gable end zone and C-C Exterivr(2) zono,C.-Cf for members and forces & MW FRS tot reactions shown, Lumber DOL=1,60 Plate strip DOL=1.60 2) This truss ties been resigned for a 10.0 pst bottorn chord live load nonconcurrent with any other live loads, 3)' This truss has beers 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 tit between the bottoms chord and any other members- 4) Refer to girder(s) for truss to truss connecfio0s- 5) Provide mechanical connection (by others) of truss to baring plate capable of withstandirQ 86 lb uPlift at joint 3 and 122 Ib uplift at joint 2. 6) "Semi -rigid pitchtneaks with fixed heals" Member end fixity modef was used in the analysis and design of this truss. 7) "'This #nanutactute 1 product [s ;leesignad as arl Individual building cormp«nent. The suitabttity and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as relefenced by the building code." WARNING - Vedity deslgn psmnaal and REAP NOTES ON THIS AND INCLUDED MITEk REFERANCE PAGE MN-7473 rev. Ia*VZOI5 BEFORE USE D1 v'lit, 11 i Iva cm nky w9#h fv#i I k n#ner.1,- Ihi, ,1, ,7n1%1vI', I"illy,li t1 it, it 1 buss,ys#a,l n k # {£r u..e:, #hn t:adi 4ttn 1 k s.kanl llxlst ve dt}=flu t41: SI l! tUiv ,t !l u;rn I *.rrr at l A,*I, li x:1 P 't i''Y it I zle tl tc 4 urn 6N tI ^rr*r 11{ r hs ll Nnyr <i, si,lt, kcgx nsr m36.af£i isF{»e=r•rt tuck!#r,#«t eai#,it#rr rl hus.r rah kts 7t r ch x tiliaanE.xs ti>i niv,fldfrtlw n.ni len,I,niy £kn<f{<=nil.nneN lK s:lnt# M F( lktk}'S Ft FE lit :f'J[SI ll duty ]i}.$4 !i )r l E(q5£. t+1n}i[ *SSIt'io# tCt47•}I linjt ttY xM'1 j)[<x*tty `(+'.71ft:#i' f r[C2EIT<'S II ,N 4i jtiNV'i fE`i l£7(<ii[ti#fit. t. ar"d,. ortoc1, t# t,.t aa. d c"q,y, ore, 11oi1 ,art-i f i r trxl of Ntaascs ai 1 tom, sy kim,, ekNSI/TiI Quality Criteria, DSR-89 and BCSI Building Component 13£304 Patke East BNd. Safety Information ovoltatdu kyl Im"Plate lr is#i4 fir-YItrN IIae"In-l.S tih=. 3 Ir' lll11xorx7rlt ,'l£:'2St4. Tamps R- 33610 T60024 C-lil Corner Jack 1972771 B I 7 640 , Apt I q 2016 MiTek lndcMnes Inc Wed No. 02 15 S7 06 1016 1`19e I ID:YF'dNv2JXSeH2BWkHvoslYqz4GmX-zWi2whUsFl3UNq(,',FiNlolxgm41tipt-trUlY2 6y28yNGHh 1-0-0 1-0-0 2,4 -- 5eale -'1 7 1 i -0-0 LOADING (psh SPACING- 2-00 CS1, TEFL. in oc) Vdell Ltd PLATES GRIP TOLL 20,0 Plate, Grip DOL 1 25 -1 G, 0,07 Verl(LL) -000 2 499 240 IMT20 244/190 TCIDL 10,0 Lumber DOL 1,25 B C 0,01 Verl(TL) -0,00 2 >999 1RD BGLL 0,0 Rep Stres's lilm YES w r-i 0,00 Holz(T L) -0 00 3 11/a rVa BCDL 100 Gode, FBG 2014/-FPI2007 (Mallsx) Weigtll. 5 11.) 20' LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP ("HORD Sj?ucluml wood sheathing directly applied or 1-0-0 oc PuTims, 130T Ci--IORD 2x4 SP Nj,2 BOT CHORD Rigid ceshrig direefly applied or 10-0 0 REACTIONS. (lb/size) Max Holz 2-41 (LG 12) Ma)(UpHft,1-9(LG 1), 12) Max Gmv3=1 1(LG 8), 2=138(-C 1), 4=18(U.-, 3) FORCES. (it)) Max. Gomp,/Max. Ten. - All forces 250 (lb) or less except whPn shown, NOTES- (7) 1)Wind: AS(.,E 7-10, VulW39mph (3-second gust) Vasd=108inph; TGDI---4,2psf, BCDt-,60psf1 h=25fl, Gal. 11, ExpB, Encl., GGpi,-0,18; MWFRS (envelope) gable end zone and G-C Exterior(2) zone,G,G lot members and foIGes & MWFRS for reeCtiOsIS shown: LUMbet DOL--1,60 plate qnp DOL=1.60 2) This truss has been design(,,(] tot a 1psf botIcira chord live load rioncoricutpont with any other live leads, 3) This truss has designed for i10,0vload of 20,Ops on the bottom t;hotd in all areas where a rectangle, 3-6-0 tall by 2-0-0 wide wili fit between the bottorn chord and any other members. 4) Refer to gifder(s) for truss to truss connections. 5) Provide mechanical connecTion (by others) of liuss to bearing plate capable of wilhstandmig 9 lb uplift A joint 3 and a,8 lb uplift at joint 2, 6) " Semi -rigid pilchbreaks with fixed beers" Member end fixity model was used in the analysis and design of this twss, 7) "' This rnanulaclkaed product is deigned as an individual building component- The suitability and use of this Goniponont tot any. PW1cLAi, 1VhuHdsng is IN, iesponsibilily or the building designer per ANSI I PI I as referenced by the bUilding code," WARNWO Verify design pammoters and READ NOTES ON THIS AND INCLUDED VITEK FIFFERANCE PAGE MW7473 rev 1OV312015 BEFORE USE I - wj, q,t,l it ,v, 11H 1-1 uw 't Iy 'it, 1MIlt I"S1,31 1" t - I nly, q -n 1, ,, I " ii , i i, f :11! 41 M11, Itir", 1, lk+w o,, lh<r I'uil, 16,1, pNo110 I I Isill V, 101Y it,, it qhl> r'I' s, "i'll, rw 11, -Ior it, I I s, 'I dy is 1, - jj -i it-, It J, kin , is 0 , Is 1, MiTek' i roi,l- A fily 110 p, wish t i,r,, I st,04 %n,,o4jo, dehvoiy n- Iton o;'O t v,, if,q of hus,,^, A, I 1-'ANSljTRjJ Quatity Crifisda, DSB-89 and SCSI Budding Component 6904 1`11ko Ease Bind. Safety Information ov, Mot 4, Wol lam, sli«r, 111,11hile, e, In Ili, kw iv,,xot, live. VA 22:i 14 Tampa FIL 336,111 Job ......Truss IUSS Iype uty i'ly TJ787710 f60024 IQ2 ICorow Jack , 4 1 I Jab f eference o 5tialol __ 7. 640 s Apt tar 2016 MiTek Industries. Inc. Wed Nov 02 55.57:06 26i6 1p: YPdNv2JXSeH23WkHvostYgz4GmX-zWt2whUsTj3UNgC HNjotxgm4xho0rU1Y2_ 1. 0-0 2.8.14 r-- 0--:— 2-8-14 i scaie = 1: t 1.4 2X4 2- 8.1.3 2$ 54 LOADING( psf) SPACING- 2-0-0 C81. DEFL. r) loc) Udell Ud PLATES GRIP TGLL 20.0 Plate Grip D(OL 1.25 TG 009 Ve.Ct(LL) -0.00 2-4 >999 240 MT20 244'190 TCC)L 10_0 Lumber DOL 1.25 BG O.07 Veil(TL) -0,01 2-4 :>999 18 BOLL 0. 0 Rep Stfess Inca YES VVB 0-00 Hor7(TLt -O. O 3 n/a nla BGDL 10- 0 C ode FBC20141 T PI2007Ma"Ix) Weight: 1 Olt FT -_ 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stnucturat wood sheathing directly applied of 2-8-14 0, 0 Pw ins- B OT GNOI?D 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or '10-0-0 oc bracing - REACTIONS. (Ibletize) 3 -54,/Mechanical, 2=191i0-6-0, 4_24/Mechanical Max Hor22= 77(LC 12} Max Upiit13=- 49(LC 12), 2=-60(LG 121 Max Grav3 = 54(L( 1), 2=191(LC 1), 4=49(LC 3) FORCES. (lb) - Max, Gomp./Max- Ten. - All forces 250 (tb) of less except when shown, NOTES-(7) 1) Wind: ASCE 7-10, VUltz139mph (3-secund gust) Vasd=108niph; TGDL=4-2pst; BCDL=6.0psf; h=25h; Cat. II; Exp B; End., GCpI=0-18, MW FRS ( envelope) gable end zone and C-C: Exterior(2) zone,G-G for members anti forces & MW FRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 pst bottom chord live loan nonconcurnent with any other live leads. 3) ' This IrUSS has been designed for a live load of 20.Gpsf can the bottom chord in all Areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chard and any other members. 4) Rater to girders) for truss to truss connections. 5) Provide mechanical connection (by Gathers) of truss to bearing plate capable of withstanding 49 Ib uplift at Joint 3 and 60 lb uplift at joint 2. 6) " Semi - rigid pitehbreaks with fixed Heels" Member end fixity model was used in the analysis and design of tl;is truss. 7) "This mansfactumcl product is designed as an individual building component. The suitabftlty end Use M this component for any particular building is the restxns€bliity of the building designer per ANSI TPI 1 as referenced by the building code." wARNNfG - Verify design parameters and REAP NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 rev 1010312015 BEFORE USE tt 4rtr,-, r. 5lft 1,1 eau, :>Ny,<a4th Relit ki <"Ivu,t (, a.J1"1, :u; ire ll+fr'rl 1 11 fEl arl sr5( n rI rrt , 5 hu a sysMernl &<(,4e uu= ft><, fez Hl il np rx>f,71ulntt,l r<Ikty ll .fy: 1l.:ai lilts •>t karrnv n,.ma, lui4 ra,.!{v, i x iPt p, 14 ,.rhe lh' k;i,rn inE }fr , ,at.tA t ritk At MiTel.' I^..ti+ e rYsi }an f tsjr wt at kilts m<tt rx*tent fl aE>xr ra tit (usut der Ivrork ir5µn° rrx,Stxr>txvty foam hke. („I.p<Ir=l,ri rtut 7<xi, e a=taxrrEin<p lhc, I. tt ub. <.anon, -t. r rcttt ie°itr,ery ere r 61 Ott Ii'd tw a, lnrp l IoN s Ind niw y t,crns.: ,A,NSI/TPtt Quality Criteria, DS@-" and SCSI &sliding Component 6904 Parke E W 2+Ivtl. Safety Information oval st*ifrgm ll-Ae ksiUute, 2l6 rl F k. Sit• r^t S+ao-ka Jl'7 Nox )t,, in r `A '12;11q 33610 TR0024 at-rva Gili III I T1 rj,;s 7 ype Qty Ply Trt7I7720 Comer Jack it I 71340 s Apr 19 2016 M,Tek Industf,iii, Inc.Wod Nov 02 15 57 07 2015 Page I ID:YPdNv2JXI,eH2BWkNvos4Ygz4C,niX-RiFR71VUE1BL'7 ;TwQKCL)t,JFT58Fixt4hhiesVbbyNCHg 2X4 - 3-0 0 LOADING (psi) SPACING- 2-0-0 CSL DEFL, in ioc, Wdetl Ud TOLL 20,0 Plate Grip DOL 1.25 T C 0,11 Vod(LQ 0,00 2-4 999 240 TCDL 10,0 Lrirnber DOL 1.25 FIC 008 Vert(TQ 001 24 999 180 BC 0.0 Rep Stress Incr YES WB 0,00 Horz(71-) 000 3 o/a Na BCDL 10.0 Cock, FBG2014frPI2007 Matrix} LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 REACTIONS. (Ibhsize) 3=58/Mechanical, 2=205/0-6-0,4=26/MechaniGal Max Horz2=84(t-(; 12) Max Uplift3=-54(LU 12), 2=-63(l-C 12) MaxGrav3=58(LG 1), 2=205(1,-G 1), 4=52(1--C 3) FORCES, (11h) - Max, Gornp,/Max. Ten. - All forces 250 (1b) or less except when shown, s"le = 1,12 3 PLATES GRIP MT20 244/190 Wetghl: 11 lb F--f 7 20% BRACING - TOP CHORD Stmututai wood sheathing direct appkod or 3-0-01, oc purlms, BOT CHORD Rigid caflfng dire My applied or 10-0 0 oc bracing, NOTES- (7) 1) Wind: ASCE 7-10; Vult=139rrlph (3-second gust) Vasd=108mph, TGDL=4,4)sfl BCDL=6,0pst, h-.25fll Cat. 11; Exp B, Encl., CXpi=0,18, MWFRS (envelope) gable end zone and G-C Extonor(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL,zi,60 plato gnp DOL-1,60 2) This Kiss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord foal! areas where a rectangle 3-6-0 tali by 2 0-0 wide will III between the bottom chord and any other i-nenilbets. 4) Refer to girder(s) for miss to truSS connections_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb LiPitt at joint 3 and 63 In uplift at Joint 2, 6) " Semi -rigid pitchhfeaks with fixed heels" Member end fixity model Was used in the analysis and design of this truss. 7) " This manufactured product is designed as an individual building component. The suitability and LIW Of this comprw*ient for any particular building is the responsibility of the building designer per ANSI TPi I as referenced by the building code," WARNING , Verily design partitnetemand READ NOTES ON THIS AND INC4,00ECMfTEKREFERANCERAGE Mll-7473rev f0l W015 BEFORE USE. Xt It, 91%+ lirli ( nA 1prxr xiil -I-W, o"t h 1hp , 111"I i clot, 1, r3 I'li-I Y, fl-w lo, i I+ 10nq of lluo, it i, J tit i,,, systei i,,, Re,,ANSI/TPI I Quality Criteria, DS11-89 and BCSI Wilding Component Safety Information N Nil' MiTek 6904 Parke Fast Blvd Tan,va Fl. 33610 TBOO24 LOADING (psh TCLL 20,0 TGDL 10,0 BCLL 0'0 BCDL 10.0 CJ4 2 1 7 6,40 s An, 19 2016 M,Tok industries- In iD:YflciNv2JX,,Oi2BWkHvoslYgz4GtiiX-RiFR71VUE16L,7 I 4-5-12 LUMBER- T(,)P CHORD 2x4 SP No-2 BOTCHORD 2x4SPNo,2 I 4 5-12 4-5-12 19797721 Wed Nov 02 16 57 07 2016 Page I wQKC' UtJGQ56NaxHhHesVbbyNC:t Scale = 1 15 7 6 SPACING- 2-0-0 CSL DEFL, in 10c) I/defl Ud PLATES GRIP Plate Grip D0t_ 1.25 1 cl 027 Ve;t(LL) -002 24 ,999 240 M1_20 244/190 Lumber DOL. 1,25 BG 0.21 Vert (I L) -0,05 2-4 >999 160 Rep Stress Inct YES WB 0,00 riorzjQ 0.00 3 n/a n/a Code FBC201 4/-[ P12007 Matrix) WeK;hl: 16 Ib F T = 2 BRACiNG- 1 OP CHORD Structwal Wood sheath my ci!tectly applied or 4-5-12 oc p0ms. BOT CHORD Rigid ceiling difecfly applied or 10-0-0 oc biricincj. REACTIONS. (Ib/size) 3=114/Mect)anical,2=253/0-6-0,4=42/Mect)afiicaI Max Horz 2=1 14(t-C, 12) Max Uplitt37-93(LU 12), 2-67(1 C 12) Max Grav3_114(t,G 1), 2=253(t_G 1), 4:=83(]_G 3) FORCES, (1b) - Max. Comp,/Max, Ten. - All forces 250 (IN) or lesS except wt,,Pn shown. NOTES- (7) 1) Wind: ASCE 7-10; Vulp-,139inph (3-second gust) Vasd-,-108niph, TCDL=4.2psf1 BGDL=6,0psf' h=25fll Cat. 11; Exp 13, Encl., GGpi=0.18, MWFRS (envelope) gable end zone and G-C Exterior(2) zone;G-C for members and foices, & MWFRS for reactions shown, Lumber D0L=1 .60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 pst bottom Gboro live load nonconcorrent 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 fail by 2.0-0 wide wIll fit between the bottom chord and any other members, 4) Refer to giider(s) for truss to truss connections. 5) provide inechanical connection (by others) of floss to bearing plate capable or withstanding 93 It) LIPlYttat Joint 3 and 67 lb uplift at joint 2, 6) "Seml-figid pitchtneaks with fixed heels" Member end timly mode.1 was used in the anaiy',-'is and design of this truss. 7) "This manufactured product is designed as an Individual t>uBdtrTg (,'ornponent, The SUItabildyand Use Of INS GOQIPOfaent for oily particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code-" WARM11VO , Vedly design pitiountuem and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE mil-7473 rev 10,1031M5 BEFORE USE, 0-4qllv'4f t fj 'j""' ol'ly wilt, tot" hir", ['If v m, 1"l rt' ?"' X, if, lill'iwil trlo' lin; F"'I of' th" 1i"i't '-'Ify th"'ij I'll, 'AtMv [1"r 'nly it -"• tie IN, kr"'k;u il+ , ill(.'v"ioil MiTek f - 1 ANSIjTP0 Quality Criterto, DS8-" and 8C$I Building Component C904 Parke East Bodo Tampi FL 3v610 TMM2 T60024 C, j11 come, Jack 7640sAptI92016MITek(Musnlal Inc Wed Nov Oil n, I'll un;Mlb A, AD YPdNv21X' eH26W kHV0SIY(lz4Gt nX-vvpf:AL. NV16?KJBd8QfU8rV05sMH U RfJOXqW 1-0-0 5-00 Srate = 1 17 3 2X4 -- 11-0-0 LOADING (pst) SPACING- 2-0-0 CS1, DEFL, in loc) Udell Ud PLATES GRIP TGLL 20,0 Plate Grit) DOL 1,25 TC (}.36 Ven(i-1) -003 2-4 999 2140 MT20 24141190 TCDL- 10,0 Lumber IDOL. 1,25 BC 0,27 verltfl-1 -0,07 2-4 >777 180 BULL ("() * Rep Stress r)cV YES WB 0 00 Horz(TL) -000 3 n/a rVa BCDL 10.0 Gode FBC2014/7 P 12007 Matrix) Weight; 16 lb f-T -- 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD SIM-10iiial wood sheathing directly applied or 5-0-0 Oc Puill"S BOT CHORD 2x4 SP No-2 80T CHORD Rigid ceiling directly applied of 10-0-0 OC htac'A)g REACTIONS. (.1bonze) Max Horz 2= 1 26(LC 12) Max Uphfl[3=- I 08(t-C 12), 2. 69([-G 12) Max Gfav3=131(I-C; 1), 2=273(LG 1), 4=94(LC 3) FORCES. (lb) - Mix, Comp./Max, Ter), - All forces 250 (1b) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10 VUIt=139Tfp1n (3-,second gust) Vasd=1()8rTjlpn, 7GD[--4,2psti BGDl-6,0p,,l` f1=25ft Cat, 11 Exp B Encl., GGpi-(),18; MWFRS (envGlope) gable end zone and C-C Exterfor(2) zoneIG-C for members and forces & MWFRS let reactions shown; Lumber DOL= I1 60 plate grip DOL= I .60 2) This truss has been designed for a 10,0psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,0pst on the bottom chord An all areas whele, a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chard and any other members. 4) Refer to girdeir(s) for truss to truss connections, 5) Provide mechanical connection (by others) of nuss to bearing plaile, capable of withstanding 106 T) uplift at joint 3 and 69 Ib uplift at joint 2. 6) "Senii-ngld pitchbreaks with fixed nests" MeMber end fixity Modal Was, used in in(,, arialysis and delogtl of this trUsS, 7) "This ManUfaCtUied pioduol is designed as an inc!MdUal buirding Component. The suitability and USn' of ")Is c,0111P01)(H)t for any pailiculat building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." Ai WARNAN6 Verity design parameters and READ NOTES ON THIS AND INCLUDED UfTEK REFERANCE PAGE MIP7473 M,c 1&03P20t5 BEFORE USE- t ' Ail, fit , I A, Y fl I, BOV tn, ti 'It, d I 1, , I qov,nl klit, ,,I A Ar lvv*lk r ; tiim, I I, i/'t I I -JV 1,,(n I, + At I At I I —In it lont A'[ Y,tn, I MiTek I I' I SI, it Ofy-ln- Ito I,wv, 1,j —,r, if ioplAy,ot, Al A i"t A v in,, Quality Criteria, Dttlf-" and BCS Building Component 6904 Pai-ke East Btvd 10Tampa 'M, I'l- K Job T I uss, Truss Type oty 'I'lly 79707723 T60024 G7A 2 Jobl! Iftfe --ceLrnlop — — 1 Plant City- Florida 33566 7.640 , Apr 19 2016 101101, Indliltnes I.c weir Nov M? lb 51 " 2Pt6 VIqa I 1[): YPdNv2,1XSeH2BWkHvoslYgz4C,rr!X-vvppLNW6?KJBd8QtU6tVO5sH4U 0,AJ0XqWIb371yNcHf 1- 0-0 7-0-0 Scale = 1 15 8 3x4 -- LOADING ( pst) SPACING- 2-0-0 CS1. DEFL. in (Ior) I/defI Ud TCLL 20,0 Plate Grip DOL 1,25 TC 0,66 VGrI(LL) 008 2-4 960 240 TCDI- 10,0 Lumber DOL 1,25 BC• 0,49 Vefl(f L) 025 24 323 180 BCLI- ( W Rep Stress Inct Y [."- S W B 0,00 HoTi(-T L) 0,00 3 nla tva BCDL 10'0 Code FBC2014/TPI20G,7 Matnx) LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 20 SP No.2 PLATES GRIP M1- 20 2441190 Weight, 23 lb F I - 20" BRACING - TOP GHORD Sliuctoral wood sheathing directly applied or 6-0-0 oc purlins, BOT CHOBD Rigid ceding directly applied or 10 0-0 oc, bracing. REACTIONS. din/size) Max Hot z 2=69(LG 8) Max kJpIrft3=-107(L,C 12),2--140(LC8) Mix Grav3-177(LC 1), 2=352(LG 1), 4=123([-C 3) FORCES. ( lb) - Max, Comp,/Max, Ten, - All tomes 250 (lb) or IOSS except when Shown. NOTES- ( 7) 1) Wind, ASCE 7-10: VLllt-139")Ph (3-Second gust) Vasd=108loph; TGDI-.--,4,2pst, BCDL=60psfl h-25ft; Cat, If; Exp 61 Encl, Wpiz0181 MWFRS ( errveiope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions Shoiiifo; Lurnb(-,ii DOL-- 1 J]iO plate grip DOI-1 .60 2) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurront with any other live, loads, 3) * This Kiss has been designed for a live load of 20.0psf on the, bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to giider(s) for muss to truss connections. 5) Provide mechanical connection (by others) of toiss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 140 In uplift at JOIN 2. 6) " Som(-rigid pitchbteaks with fixed heels" Mernber end fools model was used In the analyst, and design of this floss, 7) ' This roanufactuied product is designed as an individual building component. The suitability and use of lh(,,, component tot any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the bi)IiOng code." WARNWO, Verify design parameters and READ NOTES ON THIS ANO tNCLUOED MITEK REFERANCE PACiE rflr-7473 riv1OM312015 BEFORE USE. t('; UW, 1411Y t"irhhdfle k( "; 1(,f, iho ru'll kjil.jiil r"'t R,(No Qsc' "',fify tho '[14" 9411ty 1hr, tr'—'v'qo1l AiOiii-i'- il lslt,ililyond 1,l'wv'q'l Witht""'AH, Inj!kly, I,,, I I'l-I -Ery JM"Kj- k1i 'dIA41n' " w'yndir"I the rolvi' oti, n' .Se lrvoty "w( lwv'ir'r4 at woANSI/TPH Quolity Crifefla, M-89and RC$i Building Component Safety information tram tat" hint" Imfil'it". *,Ilrr rl k, Slr=e1 `,t0- 112, ',W2231,1 mit MiTek 6904 pwke East BW TanVa VL 33610 T130024 7 russ EJ 1 I Truss Type I lick-Oper, T9797724 71O 640 , Apr 19 2016 Klek Industne7 s Inc.Wed Nev 02 IS 57 08 2016 Page I I D Y P dN v2J X Se H 2 B W kI i v os I Y q z4 G in X -vvpp L NW 6? KJ B d8 Of U 6 r V OS s Urn U V nJ 0 X q W I b3 71 yN C H I 1-0-0 0-10-8 LOADING (pst) SPACING- 2-0-0 CSL TOLL 20,0 Plate Grp DC -A L25 T (1, 0,07 TCI.')L 10,0 Lumber DOL 1,25 Bi", 001 BCLL 0,01 Rep Stress IF)Gf YES WF3 0,00 BGDL 10,0 Code, FBC201411 P120107 Mattix) LUMBER - TOP CFiORD 2x4 SP No2 BOT CHORD 2x4 SP NO,2 REACTIONS. (lb(size) Max Horz 2=36(1-(1' 12) Max Uphft3=- 19(LG 1), 2=-61 (L G 12) Max Glav3=14(LC 8),2=139([-G 1), 4=16(LC 3) FORCES, (lb) - Max, Comp./Max. Ten_ - All forces 250 (1b) or less except when shown Scale s 1 6 8 2X4 - DEFL. (loo) l/dell Ud PLATES GRIP Ve t(t-L) -0,00 2 >999 240 M1 20 244/190 Ventl-) -0,00 2 >999 IBO Horz( Tl-) -W1,0 3 n/a n/a Wetqht: 5 It-, FT = 20% BRACING - TOP CHORD Structufaul wood sheaVilng directly applied 01 0-10-8 OG PUrfins, B(-') T C110RD Rigid ceiling directly applied o, 10-0-0 oc bearing_ NOTES- ( 7) 1) Wind: ASCE 7-10, Vult=139mp1 (3-secondgust) Vasd=108mplbl TU3t-4.2pst, BGD1 =6,0psll h=25ft; Cat, 11: EXP BEocl , GGPI=0 18; MWFRS (envelope) gable and zone and G-C, Exlenor(2) zofle;c-c for mernbws and forces & MWFRS for reactions shown, Lumber DOL-,,-- 1,60 plate grip DOL= 1,60 2) This truss has been designed fora 10,0 pst bottom chord live load nonGoriGurrenl wiffi any other live loads 3) * This truss has been designed for a live load or 20.Opsf on the bottom chord it,, 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 goder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 19 In Uplift at joint 3 and 61 lb uplift at Joint 2, i) "Serm- rigid pitchbioaks with fixed heals" Momber end fixity model was used in the analysis and design Of this tfUSS 7) "This manufactured product Is designed as in individual bufldrng comporient, The suitability and use of this compooel)l for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the,bUilding code,` WARNING and READ NOTES ON THIS AND INCLUDED MITEK REFERANCERAGE UH-7473 rev, 1000312i1 IS OFFORE USE, ae I A "'w", Iq) I III I, ", I""loom, ilk it- low 'I,IV ,,Ilh Nil k V 1, 1, IN" J,, , W91 i-arn"r mli,l -Ii(y 11—Ij 14k '3t Ally "I' IIN,ter I , 11111-+r,- Axj I", 'i sIly w -it -1, It(' IN, , ro*Il, ii l, , rj, III I ,1, ldlot" t its, JivtdlA 1"N-,, 1/,. x I I l litwuIlol—Ay lik MiT 11lf,-will, It in'my,giI I, I-V t,mf, II' ek the fkonald t,'a, lnci i4 tlmr , aon I 1,=,.AN$1/1`Pl1 Quality Critlaia,DSIt-89and SCSI Buit1ingComporrel)f 6904 Porke E,,10 &K'd an -pa FL '33610 05 uss Type Jack -open 19797725 4 an-ve 2x4 — 7 640 , Apr 19 2016 M,Tek Industries Inc Wed Nov 02 15 57 09 21016 1 ID:YPdNv2JXSeH2BWkHvoslYgz4CitTiX-N5NBYjWknieR2kI s21MkZ1(')XIun22rn KyLcfTyN( Scale 17 3 LOADING (pst) SPACING- 2-0-0 CS1, DEFL. 3 loc) Udefl Ud PLATES GRIP TCI'I- 20,0 Plate Grip DOL 1.25 TC 034 Varl(I-L) -0,03 2-4 >9O 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 02( Verl(TL,) 0,07 2-4 >820 180 B( 111-1- 0,0 Rep Stress inci, YFS WB 0.00 Horzjl-) -0,00 3 n/a n/a BGDi- 10,0 Code FBC2014f] P12007 Matrix) werqW, 18 it) FT =- 20'%i, LUMBER- BRACING- 1 OP CHORD 2x4 SP No,2 TOP CHORD stluctwal wood sheaf-ifog directly applied of 5-0-0 oc puffins BOT CHORD 20 SP No,2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing, REACTIONS. ( Ibiisize) 3-127/Mechanicai, 2=27610-8-0, 4=46/Niechamcai Max Herz 2= 1 28(L(-',' 12) Max Uplift3=- 1 06(LG 12), 2=-70(LG 12) Max Grav3=127(l-C 1), 2=276(LC 1), 4=92(LG 3) FORCES, ( lb) - Max, Comp,/Max. Ten, - All forces 250 (lb) or loss except when shown. NOTES- ( 7) 1) wind_ ASCE7,10: Vult=139tinph (3-secondgust) Visd=108tiipti; J(,,DL--4,2psf; BCDL=6,0pst, h=25fl; Cal, If, ExpB1 EncI.,f3Cpi=0,18; MWFRS (envelope) gable end zone and C C Exlurot(2) zone;(;-C for members and forces & MWFRS for reactions shown, Lumber DOL=1. 60 plate grip DOI-1,60 2) This liuss has been designed for a 10,0 pst bottom chord live load noncx:imirrent with any other live roads. 3) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the Ocittom chord and any other merobets, 4) Refer to girder(s) for truss to truss connections_ 5) Provide mechanical connection (by others) Of truss to hearing plate capable, of withstanding 106 Ib uplift at joint 3 sand 70 lb uplift at joint 2 6) " Semi - nod pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this buss 7) "This nmanufactured Product is deignefdas mi individual building cornponent. The SUitabIlity and use Of lili$ GOPIPOoeot for any partICUIar building is the responsibility of the building designer per ANSI TPi 1 as referenced by the bl,Ading code.,` AIIJ, WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MY-7473rov. 1010312015 BEFORE USE, 1), si{ It I "(JjjI ri'l kj'o ( I Ity vo tl i tOl k,k nfvi, rol ', 11 If, c11 sIk In l,' I ' ly I o 111 " 111 - 1I ` It, if I ,, I- t' t iown ln I r, I, I , it I It 1, ji A( fi 11 if t 'oll , If, ", I I i I 14 11 1? 11 , 11 I Im", 'Y'J" I n' II'A"w Inc:, 11v * t 'uilllq 1'toqi' " -fl'l ' 11(y Ihe uj I 14 tt 'flrtv -f , e"4,111 i-.rt nu+Is ,aIvl I 'toj wily inIt '+ A" thi" , I, llth',';!' it Nil t k M $if " I , it ' ift, 1< 0 " I if 'Ar - I I " I Is i, f'r >Ve' , I t. 1 HIT 1 j 4 it, ii'A ii, 4 1111" W(A , , ir i, I /"I - f 1"1, J I " , 'I , , I 'I 'i Y A, $. if it, '; 1. l I, 'I 11 ; - ,i - e V - xi. I I " t f is " I , I I if M iTe, k ps t i i, 1, 9r, " I iog 'V ItAfly, n' 11 t'r, ""("A ("fl, 4 's(' "'Ith I ,,It 4, 1, 11 hip il, 11, 1 j'f"[ x'i I t' 1, it k r' , i 't i, tf "f- if s I, k I9 V , I (I 1 i, fi, fit" t 11 " h it x 1' 0,1 " slotxto, .Sr Ovo' Y "i, ' tr'l 1 "1 " I I), < r, if'o " f if t m" a if " I t'k i"' 'YsI' ,' ns , lo, ekN Si/71 I Qktairry Criteria, 0SB - 69 and 9C 51 Building Component 6"04 Perko least lovd Safety Information iwikil,lo ft-in 11'n' III Ire 218 N 1-e Stt,.c i Suil'. 31, N'X f"' lrfi. VA 173I4. To",a FL 33610 T60024 Truss Typi, da 1-0-0 sty Ply F `(efererne LopLiop ID ---- 7.640 s Apr 19 10K Wek Industries_ inc. WQd N- 02 15 h7 09 201 ID:YPdNv2,JXSeH2BWkFivoslYgz4GmX-N5NBYjWkmeR2E! s2rMkZI0S2uj22in 0-0 0-0 4 3x4 0-0 19797126 I N C He Scale. = 1 22.2 LOADING (pst) SPACING- 2-0-0 CS1, DEFL, to Ion') Udell turd PLATES GRIP TOLL 20.0 Half" Grip DOL 125 1 c 066 Verl(LL) 010 4 >814 240 MT20 '244/190 TGDL 10,0 Lumber DOL 1,25 BC 052 Vei',(Tl-} 172E 2 4 >303 180 Bcf-l- 0,0 Rep sliess incr YES VVB 0.00 Hoiz(TL) -000 3 n/a n/a BGDL 10,0 Gode FBG2014JPi2007 Matrix) Weight 24 1b FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SPI No,2 TOP GHORD Structural wood sheathing directly applied or fro 0 oc Puylin's B01 CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0. 0 o(,-, bracing, REACTIONS. (Ib/si70) Max Horz2=172(U., 12) Max Upfl[13=- 1 32(LG 12), 2=-80(LG 12) Max Grav3=179(l-C, 1), 2=350(LC 1), 4- 126(LC 3) FORCES. (lb) - Max, Cornp,/Max. Ten. - All forces 250 (In) or less except when shown, NOTES- (7) 1) Wind_ ASGE 7-10; Vult=139rnph (3-second gust) Vasd=108rnph; TGDL=4.2pst, 13GU-6.0pst, h=25ft, Gat, 11, Fxp B, I-1n(,I- GCpi=0,181 MWFRS (envelope) gable end zone and C-C. Exterior(2) zone.G-C, for rncirnbets and forces & MWFRS for reactions shown, Li,)rribor DQL1.60 plate grip DOL=1,60 2) This ttuss has been designed for a 10,0 pst bottom chord five load nonooncurrent with any other live, leads, 3) ' This truss has been designed for a live load of 20.Qpsf on the bottom chord inifli areas where a teotangle 3-6-0 tall by 2-0-0 voce will fit between the bottom chord and any other mernbers 4) Refer to girder($) for truss to IrUSS connections, 5) provide mechanical connection (by others) of truss to hearing plate capable of withstanding 132 lb uplitt at joint 3 and 80 Ito uplift of joint 2. 3) " Semi -rigid pit(,hbieaks with fixed heels' Member end lixity model Was Used in the analysis and design of this MISS, 7) " This manufactured product is designed as an individual building component. The suitability and Use Of INS COMPOnenl for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the bulding code " Al, WARNING - Verity design parameters and READ NOTES ON THiS AND WGWOED MITEK RIFFERANCE PACE U11-7473 rev 10103120I5 BEFORE USE, s* y) v. )it, I f"t I 1w 'Ny Witt, mil'*-1)! lot" Ir 11<is b is- 1, anlyuj —n I rr rarely i sh r 1 mI i, R 'f , il , it, livi, 11, A t. 4, ilf"'I e —i 'j n it, . MiTek' iniz al [ Rpss' I" I Ims, lyli,.Inss '*NSI/TPIII Quoilty Criliono, DSB-8? and RCSI Building Component 6904 Parke East BNd Safety knformation ov, rilol do f-m lms III, I, rrjStir.,jlo. ? W N 1-, 3 1l, Aoxon,10 r VA 22'M't Tampa FL 33610 r9797727 T80024 EG1 Ftar wilder I , 1 '... O s F[rstS©aloe. Tampa fIvnt Crty. Florida 3Sfi6 7.640 s Apr 19 2o1ra Mi T ek industries. tr c. e No, IS 7 age ID YPdNv2JXSelI2BWkHvasiYgz4GmX-rHxZ13XNxyZvsSL2cZtz6Wxapl'3Yn7f37zc4AC3wyR 3.0-8 5.11-3 B 4-15 11-8-10 _ . _ 14_745 17-6-1 20-6-9 3-0.8 2-10-12 2-10-12 2-10-12 2-10-1 2 2-14-12 3-0-8 5x8 :-- 17 2x4 5X8 2 18 3 9 Scale = 1,357 2x4 Exit -= 2x4 ',, 4x12 -- 20 4 5 6 r 8 16 - 20 21 -le za c ao 3x4 5x12 - 2x4 8XIO 2x4 4x12 2x4 4x6 5-11-3 5-9-15 t 2-10-12 11.8-10 14-7-6 1 7 -6-1 20-6-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in 1oc) lideli (Id PLATES GRIP TUI.- 20-0 Plate Grip DOt Lull , G 0,87 Ver?(LL) -0,31 12 13 >784 240 MT20 2441190 TCDL 100 Lumber DOL 1.00 RG 0 50 Ver (-TQ 0,57 12 113 >428 160 BOLL 0.0 ' Rep Strrss )ncr NO IN 0,74 Norz(TL) 006 9 rpa iva BCDL 10,0 Gode, f IBC:2C14,,1TP12007 (,Matrix) Weight_ 3541b T - 201 LUMBER_ BRACING - TOP CHORD 2x4 SP No. t "Except* TOP CHORD Strucfural wood sheathing directly applied or 3,11-2 oc purttns, except 5-8, 2x4 SP No.2 end verticals- BOT CHORD 2x6 SP M 26 BOT CHORD Rigid calling directly applied or 10-0-0 oc txacing. WEBS 2x4 SP No-3 `Except` 1-15,3-1533-13.5-13,5-11,7-11,7-9: 2x4 SP No-2 REACTIONS- (IbNize) 16=2816J0-7-4, 9=190710-7-4 Max Uplift16=-770(LC 4), 9=-431(LC 4) Max Grav 16=3738(1-C 2), 9=3831(LG 14) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 lib) or less except when shci`Nh. TOP CHORD 1-16=-34561735, 1-17=-748111498, 2-17=-748111498, 2-16=-7481t1498, 3-18= 748111498, 3-19--1620912508. 4-19=-16209I2508, 4-5=-1623812` 26, 5-6=-12615t152 t, C,-7=-'12615/1521 BOT CHORD 15- 16=-64f282, 15-20W-2685I14487, 14-20=- 2635114487, 14-21=-2685(14487, 13-21=-2685114487, 13-22=-21 72(16088, 12-22= 2172116088, 12-23=-2167115962, 11-23=-2167115962, 11-24=-883i7922, 10-24=-68317922, 10-25=-88317922, 9-25=-663t7922 WEBS 1.15=- 1570I7883, 2-15=-3131160, 3-15-7673l1300, 3 14=-12511004, 3-13=-59512755, 4-13=-461t197, 5-13=-546/1157, 5-12=-%/l(, l13, 5-11=-3970/712, 7-11.=-699/5162, 7-10=0I1285, 7-9=-84121934 NOTES- (10) 1) ,-ply it to be connected together with 10d (D.131 °xX) nails as €oifows: Top chords connected as follows: 2x4 - 1 row at (1-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc- Webs connected as follows: 2x4 - 1 row at 0-9-0 oc- 2) Ali leads are, considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD GASES) section. Ply to ply connectians have been provided to distribute, only loads noted as (F) or (B), unless otherwise indicated. 3) Wind; ASGE 7-101 Vult=139mph (3-second gust) Vasd=108mph; CGDL=4.2psf, BGDL=6.ppsf fi=25ft; Cat. 11, Exp B: End., GGpi-0.18: MW FRS (envelope) gable end zone: Lurnher DGt-=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Cpst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ktottorn chord and any other mernbers. 7) Provide mechanical conneotion (by others) of truss to fearing plate capable of withstanding 770 lb uplift at joint 16 and 431 lb uplift al joint 9. 8) "Semi -rigid pitchhreaks with fixed heels" Member end fixity dioded was used in the analysis and design of this truss. WARNING- Verity design paramezere and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PACE M11-7473 rev, 10/03/201.5 BEFORE USE 00sk U I V Ak it i r< _ i,1Y will, Mi k tir, ^ns1-Ias 2hts.!< d,it, Ist sse f a11Vut`->nF it, it, ",tes Mkt n-<1nfis(It xin fi 1, 1, 11 t a tit fnI• urrt n IE n,l . t inns aysta in Lt., f wt etc,,. Itv txttl 16t t 9,'akptt r toast v0 IY it , 1tI'II It 0 1 Y of 1-In I o ntr 'I" t, tn<1 £ i i < tIv P kI t1. tin 1 U:,In ini 11 < ,,mill tht di itixl c1, vqt f'tes,lJ11 x tn.<it, ^,Ir,Ir lr, r,`"10it t^kill" i, 4 itt Sirtdu at l..-tati"4, it i/,n >1,_I,i i wii try i S -Nl4 Y A,it 0e,t.. if1y 11,E 11 f: ff)1I 1-`^1" ri r, it111 t I r-s,ct '.. Mittic=lo,I 1u4i«Ik"st IAtli y iti, t vent It4do"11E I ,it 4,1, iu c, 11 it q w it "f f4, I, 1 ty riff xle r , " , 1e>1icv. it lJ, A: 1, it e•, o31xrt, Ili t,I, It"i fot i, otiott at. a c ILjo,,ill xy ,xl < O,at • xr;f t t i, itx7 ''I fit tc. '„ rn, i tnlcc yst<,tes s.c eANSLITPI t Quality Criteria, DSE-89 and BCSI Sudding Component 69c4 f'a+ke East 6ivd. 4atetY tnfoamatiao tn,.at!-tf d< P or1, inlac f9.1fe 4islHukz. 27t, C# lee Strc e (4 t11e ;t1" N< xan,5n 1„ F. 2I:314. Tsir a, 8L M1 G Job Truss Truss Type Oty Ply T97977271... T60024 F G I Flat Girder k '}} 7 Job F{6`iE[Pf10E atibn 3i _ iiurlders FirstSaures,. f rr ti Phnt Gity. Rcarida 3356E - -- 7 P40 s Apr 19 2016 MrTsk (ndusi nes. Inc. Wed Nov 4<^ 'i 5 51.10 2016 Page ID:YRdNv2JXSeH2BWkHvoslYgz4UmX-rNxZl3XNXyZvsSZ2cZtz6Wxapi3Yn7R7zc4A1.3wyNGHd NOTES- (10) 9) Hanger(s) or other connection de.VIGO(s) shail be provided sufficient to suppoft concentrated load(s) 138Ib down and 41 lb up at 1-0-0, 205 lb down and Cat ib up at 3-0-0, and 273 lb down and 81 Ib up at 5-0-0, and 1250 lb down and 372 lb up at 6-9-0 on top chord, and 458 lb down and 173 lb rip at 5-0-0, 724 ib down at 7-1-1, 724 fb down at 6-5-9, 724 Ib down at 10-5-9, 724 lb down at 12-5-9, 724 Ib down at 14-5-9, and 724 Ib down at 16-5-9, and 724 lb down at 18-5-9 on bottom chord. The desgntselection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual bolding Component, The siWabilily and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=.1.00, Plate Increase =1.00 Uniform Loads ;(pit) Vert: I-8= 60, 9-16—_-20 Concentrated bads (lb) Ver? 2=-205 13=-111(6) 11-111(P) 17=-138 16=273 19= 1250 20--458(B) 21=-111(B) 22=-111(113) 23=-111(H) 24=-111(t3) 25=-111(8) WARNING Verily design parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt!-7473 rev 1010312015 SEFORE USE k,FpivttU!! t im,,WY With Mil,*'' --nn— F-, lhl,l Uy tri rb t, Is —I -Nkq ni rrirnAol 4h rf.rrnIIl r:x 7 Sl iitt ik t+ail l6 r,i:xirf rrr1.:.,E r tnrtii sy^.le.r rr Fnat,>rr, ta<u., the Ca rtl Atri !*;Jti irx r rrxnt evlN th.,it:!t 1r it dill ',! # =1i4ru d*:ar r <,t r irni { t ra•rly in 4f r rk; tir f °;#t#n rr P tir ,,,,t.n r4k ird4;ituk<leattrtri f:.Kin.xrn.#r<sf Irtit tr<. rkt.t,Witxt tnr.4t,b:4tntllrt ti ..,t iri,Sl x:E ttrr+n t. r4 .nkY A##t!6 a:rlkarrr( nr x,tlkrrrr2.ancserit>i,x irxt i tlw apsr ; rur .l Kv v? It Arify,m i r-j'wvotil Inyu - six!Ix =Ix N txm Ore icy I] ill,4 A!, litFi friar 6 rtxr .r Ni< n, tk=t.rtlr> .fa Itr cny cxe irr r -and t v r €not 'l It nu 1 rn-I >ystr=rrrt, e,aANSIlTPII Quality Crlterio, DSB-69 and BCSI Buildings Component Safety trorii lr.s t f itea Uestthtka;. 21Fi C! taw Sir t. tritts 3l} N"xathin VA 22,it4. i k 6904 Parke East Brvd Tanya -FL 2M,14 T97147728 T60024 FG 2 Rat cwdef GAy if) 3-100 U4 ur 2x4 2 Job Reference 7 640 s Ap, 19 2016 MiTek Ind.,1"es Inc Wed Nov 02 15$T.t1 1(-):YPdNv2JXSeFi2BWkHvoslYgz4C,tnX-Jt)VxzPY?lFhmUb8E9GOCeluoYiUcWf( 3x4 3 Scale = 1 14.8 6 4 21,41 2x4 10-0 7-8-0 LOADING (psh SPACING- 2-0-0 CSI. DEFh in 10c) I/deti Ud PLATES GRIP 20,0 Plate Grip DOL 1.00 T C 0,29 VerpLL) -0.02 5 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.W BG 0,22 Ve,;1(11) 0,04 5 999 180 BGU_ 6"0 Rep Stress Inct NO WB 0.39 Hofz(_fL) 000 4 nia r V'a BCDL 100 Code I-FIC2014[TP12007 Malnx) Weight; 88 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORE) Sliumgai wood sheathing directly applied r3i 6-0-0 oc pudins, except BOT CHORD) 2x6 SP No.2 end venicals. WEBS 2x4 SP No 3 BOT ("HORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 6=1131/0-8-0,4=1131/0-8-0 Max UpIrft6-,-299(LC 4), 4 299(LC 4) Max Grav6=1 149(LG 15), 41 149(LC 15) FORCES. ( 11h) - Max. Comp./Max, Ten, - Ali forces 250 (1b) or less except when shown. TOP CHORD 1-6=-673/207, 1-2=-1740/450, 2-3=-17401450, 3-4_-673(207 WEBS 1-5=-432/1693, 3 5=-43211693 NOTES- ( 9) 1) 2-ply [tuss to be connected together with 10d (0,131"xX) nails as follows: Top chords connected as follows: 2x4 I row at 0-9-0 oc Report) chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, Webs connected as follows: 20 - I row at 0-9-0 oc, 21) All load-, are ronsidered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD GASES) section. Fly to ply connections have been provided to distribUte only loads noted as F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7 10; Vult=l 39rnph (3-second gust) Vasd=108hiph; -TG'DL--4,2psf; BCDL=6.0psf, h-25fll Cal. ll; Exp B, Encl., CiGpi=O. 18; MWFRS ( envelope) gable end zone: Lumber DOL,-1.60 plate grip D0L=1 60 4) Provide ade(jrra)e drainage to p;ovcnt water pondIng, 5) This truss has been designed for a 10,0 pst bottom chord live load nonconCUnent W191 any Other IlVf? i0ddS, 6) * This truss has been designed for a live load of 20 Opst or,, the bottom chord in all areas where a rectangle 3 6-0 fall by 2-0-0 wide will fit between the bottom chord and any other rinernbeis, 7) Provide mechanical connection (by others) of truss to healing plate oapablv, of withstanding 299 lb upidt at joint 6 and 299 It) Uplift at jomt 4, 8) " Semi -rigid Eatchbreaks with tixGd heels" Member end fixity model was used in the analysis and design of this truss, 9) " This manufactured product IS designed as an individual building component. The suitability and U80 Of INS COMPOtlent for any particular building is the responsibiiilyof the building designer per ANSI TPI I as referenced by the Wilding code." LOAD CASE(S) Standard 1) Dead + Root Live (balanced}; Lumber InGtease-1,00, Plale lnotease=1.00 Unifoun Loads, (pit) Vert: 1-3=-00, 4-6.--247(1`=-227) WARNING- Verify da,119n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11,7473 rev. 1010312OIS BEFORE USE, It I'll, it Ally "t I I M Im"k- n,l in '-Ii "or" thr, , Iw*,VI 1, It, lh, 'It M11, 41' 1 MiTek n, It ,,I in>r ei I,, r,", 1 rim" svl,nms 4 ,,ANSI/7Pt I Quality Criteria, DSR-89 and SCSI Wilding Component 004 Pmke Ea -It Brld Safety Intomicition ov, h to lur, Plor,a lnollur, ?W H I U1, Ae'X'rF,Arrr YA 2?:11A 33610 T60024 F-63 2 7-13 7- 2 7413 FLAT GiRDER 1-14 7-7-14 2-6 1 2-61 oty Ply T9797729 2 Job Refetenc p 7 640 t, Apr 19 2016 Wel, ir,duslne, Itic Wed No, 021 15 12 2016 Page I IC)YP(INv2,JXI>,H2BWkhivoslYgz4Gn1X-i1g3,)AlZd3Zpd5ljR; vRBx04?6g7Fl4QRwZGGoyN(,Hb n6..1 2 7-13 5,aie = 1 22 1 2x4 3x8 2X4 I.. 3x8 2x4 3x8 3 4 5 6 13 14 15 q 16 17 5x8 2x4 3X8 2x4 7 2x4 4x6 2-7-13 5-1 114 7 7 14 10- 1-i5 12-9 12 2713 26- 1 2-61 2 6.1 ------ 7_13 ---------- --- ------ LOADING (Pat) SPACING- 20- 0 CSL DEFL, In (Iou) 1/0'et, Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1 00 TC 025 verl("'L) 0,05 9-10 999 240 MT20 2441190 T(,',DL 10,0 Lumber DOL 1,00 BC 0,82 Verl(TL) 0,16 9 10 925 180 BC-LL O'D Rep Sliess Incr NO WB 0173 Hw7.(Tt,) 0,04 7 n1a n1a BCDL 10, 0 Gode,, FBG2014/TPI2007 Mallix) Weight 132 lb F 20'°' , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD except BOT CHORD 2x4 SP Ni end vettioals, WEBS 2x4 SP No. 3 B(-,)T CHORD Ripd cefling directly applied or 10 0 0 OC b;acrog REACTIONS. (In/size) 12= 1822/0-74,7=3572/0-28 Max Uphft7=-331 (LG 8) FORCES, (b) -tax. Gomp,/ Max, Ten. All force_,s250 (eta) of less, except when shown. TOPCHORD 1-12=-1692/ 0,1-2-2kt10/0, 2-3=-281010, 3-4=-4530/3614-5=-4530/36 ROT CHORD 11-1 4= 014383, 1014=0/4383, 10-15=014383, 9-15_0/4363, 9-16=37/3091, 8-163713091, 8-IT-3713091, 7-17---37/3091 WEBS 1-11,0/ 3098,2-11--371/ 0,3-11=-1795/50,3 10=-108/408,4-9=-36610,5-9=(0/1642,5-8=-150/480,5 7=-3408/42 NOTES- (11) 1) 2-ply truss to be connected together with 10d (0 131'x3") nails as follows: Top chords connected as follows: 2x4 I row at 0-9-0 oc, Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 ac, Webs connected as follows: 2x4 - I row at 0-9-0 00, 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) facc., u-I the LOAD (ASE (S) section. Ply to ply connections have been provided to distribute only load,, noted as (F) or (B), uniess otherwise Indicated 3) Wind: ASGF 7-10: Vult-139nrph (3-, ra(.'ond gust) Va"'(I=108mph; TGDL_-4,2psf, BCDL=6,0psf h=25r' Cat, 11, Exp (31 End , GGpi=0,161 MWFRS (envelope) gable end zone and G-C Extend ('2) zonel(.', C for members and forces & MWFRS for reactions shown, Lunlhoa DOI,- IA0 plate grip DOL -=i 60 4) Provide adequate drainage to preverit water ponding, 5) This truss has hervii designed lot a 10, 0 pst bonorn chord live load nonconouttent with any other live load$. 6) * This tu.Ns has been designed for a We load of 20.Opsl on the bottorn chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will it between the bottom chord and any Other 7) Provide moo.hanical connection (by others) of truss to hearing plate at joints) 7 8) Provide rnechanical connection (by others) of truss to hearing plate capable of withstanding 331 ib uplift at joint 7, 9) "Sernt-rigid pitchbreaks with fixed heels` Member end fixity model was ired in the analysis and design of this tti-I's'- 10) 1 langer(s) or other connection device(s) shall be provided sufficient to support ,,oncenttated 139 In down and 54 ib up at 1-0-0, 207 11b down and 80 In tip at 3-0- 0, 276 lb down and 107 In up at 5-0-0, 353 lb down arid 137 lb tip at 7-0-0, 353 Ilb down and 137 ib up at 9-0-0, and 353 lb down and 137 Ito up at 11 -0-0. and 1615 lb down and 626 lb tip at 12-8-0 on bottom chord. The design/selection of such connection devicct(si) is the responsibility of others, I I I "This nianUtaGitured product is designed as an individual building c.omponenl. The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," LOAD CASE(S) Standard 1) Dead + Root Livre (balanced). LUrnbr-,, r Inctease=1,00, Plate Increase-1,00 Continued an ,ace 2 WARNING . Vaafy destfirn paramaters and READ NOTES ON TWS AND INCLUDED MfTEK REFERANCE PAGEUIP7473 ev. ?Of a,7015 BEFORE USE I "-u"JI) V, III, I f, " "NV wial . -tine, t-t, K t' I,,( r" it, lividr), 111 Htrj , , till "I.,ni lr<A trr"' spat in Kiow lm" lh's 1,rA1,111K) [ wi"l V"lify it,,, I; flit, ot'thly ''t, I"ool, I [ 'I"r "llul in lit i ilr. Ills S u-Ir,} in, ik ,1, 1, to;'I' --ill i A III, ilvi, iu, 11 llu4s , 4 '' It t U-I it, Wlntt "E" , 't )[, t"-a't = l'llor'- Witt, nlmy ri"I -Iy 1, q 0111"Ia `Vlt'r VV 1w th" f'4 slol' 1,10 'i'4iVoly, ',=- Iron, nut t'io"no of tItNw,1,iwI -,,ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component Safely Information owil,)H(, lrf,m Kly, ill, If(, it isht, its, Y jii N J-) 317 mox Il,lm I, VA 22314 141, MiTek k04 Parke East Blvd FL 33610, Tiuss Truss Type Oty Ply FG3 FLAT GIRDER 2 Job Reference 7.640 s Apt 19 2016M,lek hd,nines Inc.Wed Nov 021 15,L7 12 2016 Wage 2 IDYPdNv2JXSeH2B'Wki-lvoslYgz4C,tnX-i)g3JAIZd3Zpd5ljRj vR6x0426gzF14QRwZGGoyNGHb LOAD CASE(S) Standard Unkim Loads (plf) Vert: 1 6-150,7-12-20 Concentrated Loads (lb) Vert: 7=-1600 10=-273 13=-138 14=-205 15=-350 16=-350 17z-350 WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE 011-7473rev. f010312016 BEFORE USE, Pe"'JQn wM(t 6-1 mc, -Ny ,.v`Ith Mik*trtx:,1,1' [W%41srEjll M11""i"Nyuf-' t^Jrwwtof"Iv'wT" it tAriim! MiTek t% , llw. wl I'll l tt""A f"t th" krt'k " I"t, d ('w' it, 11, R'tto, inq 1 hwswsowl -,,ANSUTPH Quality Criteria, DSB-89 and SCS; &WIding Component 6904 Parke, East Rid. Safety Information ov4t)[ Ae TI-Iii fmoI$ Ile 1101hife, 218 N I ee Stl"')t SuiF'3 "', Nox'I'i, 10o, VA 12714 Tampa FL 33610 FG4 FLOOR Plant Gq -Rcmda 33_5's-6______ 2-8 14 5-4-1 2-8-14 2-7-2 2x4 5X8 1 4X12 2 3 Qh, Ply 2 Job Reference 1640 s Apr 19 Z01 6 ID:YPdNv2JXSeH2BWkHvo,,]Ygz4GiiiX 7-11 3 2-7-2 2-7-2 2x4 4 797977LO Ned Nw 02 15 57 12 2016 Page I vRBx0wy6jwFQQQRwZGGoyN(',H1b 13-3-4 2-8-14 Sc-lki = 1 22a 2x4 4x6 ox I c MT20HS - 3X6 ?XIO -- US 5X8 -- LOADING (psh SPACING- 2-0-0 CS1, DEFL. TOLL 40,0 Plate Drip DOL. 1,00 T ("1 0,89 VP0(LL) f GDL 100 LUmber DOI. 1,00 BC 063 Verl(TL) B(,',LL C" 0 Rep Shess Inn NO WB 0 77 Hufz(7L) BCDL 5,0 Code FBC2014frPI2007 Matrix) 11) (oc) l/dell lid PLATES GRIP 0,20 9-10 > 789 360 M-1-20 244/190 031, 9-10 >509 240 mi-2011S 187,'l 43 0, 04 n/a R1 a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 ' P M 26 WEBS 2x4 SP No,3 'Except' BOT Ci(DRD 1- 11,3-11,3-9,5-9,5-7: 2x4 SP No. 1 REACTIONS. ( lb/size) 12=4396/0-7-4, 7=4848/0-4-0 FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=3840/0,1 2--7563/0,2-3=,7563/0,3-4---11546/0,4-5--1154610, 5-6--271/0 BOT CHORD 12-13=01263, 1-114=0/12131,10-14=0/12131, 1015=0/12131, 9-15011 2131, 9-16= 0/8025, 8-16--,0/8025z 8 17=0/8025, 7-17=0/8025 WEBS 1-11=018132, 3-11=- 5102/0,3-10=0/2212,3 9=-(354/0,5-9=0/3933,5-8=(,1/1847, 5-7=-8661/0 Weight 155 Ih FT = 20% Structmal wood sheathing directly applied or 2-3-2 oc putlins, except end verticals, Rigid ceding directly applied or 10- 0-0 oc bracing. NOTES- (7) 1 } 2-ply truss to bc catvlected together with 10d {0-i 31 "x3"} nails as follows: Top chords connected as follows: 2x4 - I row at 0-7-0 oc, Bottom chord-, Connected as follows: 2X6 - 2 rows staggered at 0-6-0 oc. Webs connected is follows: 2x4 - 1 row at 0-9-0 oc, 2) All loads, are considered equally applied to all plies, except it 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) All pates are MT20 plates unless otherwise Indicated, 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In theanalysis and design of this Truss, 5) Recornmend 2X6 str-cingbacks, on edge, spaced at 10-0-0 o(,, and lastened to each IR,iss with 3-1 Od (0. 131 " X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means, 6) Hanget(s) ot other connection device(s) shall be provided sufficient to support concentrated load(s) 1256 tbdown of 2-1-0, 1348 in down at 4-1 0,1348 L down at 6-1-0, 1348 Ib down at 8-1 (1, and 1313 Ih down at 10- 1 -0, and 1203 lb down at 12 1-0 on bottom chord, The design/selection of such connection device(s) is the rosponsit-,Oty of others, 7) "This, manufacluted Pli)(11,10 IS designed as an individual building cornponent. The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building codo," LOAD CASE(S) standard 1) Dead + Floor Live (balanced): Lumber lncrease=! .00, Plate incigaso-1,00 Uniform Loads (plf) Vert: 1 6,=- 100, 7-12-- 10 Concentrated Loads (lb) Vert: 9=-1348( B) 13=-1256( B) 14=-1348(B) 15=-1348(6) 16=1313(B) 17= 1203(B) WARNWO - Verify d..4qriParameters ..d READ NOTES ON THIS AND INCLUVEO MITEK REFFRANCE PAGE MYB 7473,0, W0312015 BEFORE USE V"RI I-( lAll"k, IrIk k, I if t Atkri"x! mr 1"'t W'101-1 for vktt slily an.f I''I1WV'41l c „4iri ' Witt, [."a,f" iiqIAY'T'd I 1, IhW or, 11, '1-1r'r," , 1, flj," ny, '>I-Ir' a, yin, I lq, jcli'4I ('1 11" I llF J"' -,ANSYTF I Qvqtity Cdtoria, DS8,84 and SCSI Building Comporrant hui'tctte lesbfl,ke.2W 111, Nox MiTek 6804 Parke Eest BW Tampa FI, 33610 Job — 'Truss Truss type Oty Ply Ta751731 '. T024 FErstSautee; Ta a FGG 5 FLOOR 1 ti, iJabRefete aPtionsd) nce66Irrpu Plnrrt Goy. Flanda 33566 7 640 s Apt 1 2016Ivi Induones. Enc. Watt Nov 02 15 S7.i 2016 Page 1 IO:YPdNv2JXSeH2f3WkHvos1Y. 4 4C mX CSsdiC-)5ZFgtxU)vldil tiQgj8ZAJV5sS7f,1JgoEyNGHa 2_8-6 --.—._.....:- w..- 5`3 0 _..._------ ..... 7-4.10 106-ii 2-a-6 2..6-10 2-6-10 2-8-6 Sca€e = 1 18.0 2x4 3x8 = 2x4 5x8 _- 5x8 = 2 3 4 5 w A 5x12 = 6 ". 502 5x4 3x4 7- 9-10 Plate Offsets X Y 8 0 4-5 _?._.._ LOADING (psi) SPACING- 2- > < CS1. DEFL. in {roc} Udell Lid PLATES GRIP TOLL 40,0 Plate Grip DOL 1.00 1 C 053 Verl(LL) 0.08 7-8 .>999 360 M-1120 24=51190 TC.DL 10. 0 Lrlmber DOL 1.00 BC 0.46 Veft(TL) -0.13 7-8 951 240 BOLL 0.0 Rep stress Incl NC> WB 0-79 Horz(TL) 0,02 6 tote nfa BCDL 5_0 Gode, FBC2014ftP12007 (Matnx) Weight 123 ib FT = 2()% LUMBER_ BRACING - TOP CHORD 2x4 SP 1No,2 TOP CHORD Slructtaa€ wood sheathing directly <appiied or 5-2-9 (,cc pufllns, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing- 1-9,3- 9,3-7,5-7: 2x4 SP No,2 REACTIONS, (lb/size) 10=313010-4-0, 6=3302/0-4-0 FORCES. (Ib) - Max, Cornp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.10=-2417/ 0, 1-2=-4634/0, 2-3=-4634/0, 3-4=-5215/0, 4-5= 521510, 5-6=-2720f0 BOT CHORD 9-12=017058, 8 12=017056, 8-13=017058, 13-14=0/1058, 7-14=0/7058 WEBS 1-9=0/4948, 3-9,-2717/0, 3-8=011852, 3-7 206610, 5-7=015569 NOTES- (6) 1) 2-pry t[USS to be connected together with 10d (0.131 "x3") nails as tclllows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oG, Bottom chords Connected as follows: 2x6 2 rows staggered at 0-9-0 oc. Webs connecterl as follows: 2x4 - 1 row at 0-9-0 coo, 2) All heads are considered equally applied to all plses, except it 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) "SenTi-rigid pitcfebroaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) RecoPnrmend 2x6 slmngbaeks, on edge., spaced at 10-0-0 oc and fastened to each truss with 3-1Did (0.131" X 3") nads. Sttongbacks to be attached to wrafis at their outer sands or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sutfleient to support concentrated loads) 668 lb down at 1-1-12, 868 lb down at 3-1-12, B68 lb down at 5-1-12, 971 lb down at 6 6-4, and 868 lb down at 7-1-12, and 868 lb down at 9-1-12 on bottorn chord. The design/selection of such connection device(s) is the responsibility of others. 6) "This manufactured product is designed as an individual budding component. The suitability and use, of this component for any Pa€titular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code., LOAD CASE(S) Standard 1) Dead + Floor Litre (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (pit) Vert: 1- 5=-100, 6- 10--1G Concentrated Loads (Ib) Vert: 8= H868(B) 11 868(B) 12=-868(B) 13=-971(F) 14--868(8) 15:=-868(B) WARNING Vadfy deefgn pxretttetera and READ NOTES ON TRIS AND INCLUDED MITEK REFERANCE PAGE MIP74T3 rev 1"312015 BEFORE USE to v3)Iv I tol itso"I'ly voth 1r111ek tone (rs It IiscK-d<tn Ist*to-1,,n1Y'rt—1 I,n,ItI -PEI t wt,. eav, I, ilSH r zI tar11 fnr1 -xxt r tl to, r Muss s, t<,a, ti, s•,:> xi. , ttxr txtrl.11i+{7 k u4li t< l rnrrsl ",idly th— r41 4i, 4 ,10IV —I S('J,IF I[— rlII,+k I, it I x ,I x Iry in= <,q, t, k, llw look to u I, It,,, -c(*)il t v:V KthF cktes< 1n €utix-tta.} uro 4t,vt< , 4 rs < P reacy t l+tektrt l ^f ln frvka r ri t 1sr ,aF h nro Slo[ crt t.1 nrcmtxx tdY. Ad• tiPi tt<rl k i t»a nv <xa•i t"'n tu3c'rtrr•P t=x ttr3 rS,rR+,'ars Ec"Pltrt. t [2x ^,t zl v3tiY cirri k i'te,+tot •U,&ss-rb4tfhP"sthler l;rts v}I (nNtFv tr r,fpts.P u•ity }<atn Kk< ( ;1z ne rrl l}triila, eie,tar<rtn,,I lhrr 1, it'll, -:Rion,'I' wi<jo, .1, Htc,ry, ere, ti011<Iry I lH,I, inn of titsaut znd toressystems seaANSUTPP Quality Criteria, DS8-84 and SCSI Building Component Safety information ov,A,thl., iron iPtuv Pi rtrr Inshlutt*, 218 P! I Y> Sb<sra tot ritsz ;lP7 Nux lndi ,1 V/1. 't2314_ t W i M LR:. 6-0.1 Parke Fast fa,'d. Ta,T,pa_ FL 33610 TBOO24 FTl Truss Type RcK,, Sl,ippo,tmd Gable I 4 5 & 7 city f'ry J-0 It, iReference7. 640 1, Ap, 19 2016 MiTek Industries. Inc Wed Nov 02 15 67 1 ID: YPdNv2,JXSeFi2BWkHvoslYgz4GnsX-C.sdtO5ZFqtxOlvldHhO9j8ZH TVCp 3x6 FP -- 6 9 10 11 12 13 14 30 3X6 FP 21- 3-4 21- 33-4 T9797732 Scale = 1 35 2 15 1 C, 17 16 LOADING ( psf) SPACING- 20-0 CSL DEFL, III (Ioc) ildell t'ja PLATES GRIP TGLL 40,0 Plate Grip DOL 1 1i T C, 006 ni'a n/a 999 M-1-20 244,1190 T(' Dl- 100 Lumber DOL 1,00 BIG 0,02 Verl(-T iva - n/a 999 B(' J.L 0.O Rep Stress, InGT YES WB 0,02 Hm7(TL) 0,00 19 n/a flia BGDL b,() Code FBG2014/TPi2007 (Matrix) Wetght, 101 ib FT = 20%F, I I %E LUMBER- BRACING - TOP CHORD 20 SP No,2(flat) 10P CHORD sIlLictilral Wood sheathing dtr(W.1ty applied or 6-0-0 oc p0ifis, except B01 CHORD 2x4 SP 1\10,2(flat) and verticals. WEBS 2x4 SP No 3(flat) BOT ('110RD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP NLI.3(flal) REACTIONS, All bearings 21-3-4, lb) Max Gtav All iontens 250 lb or less at joint(s) 19, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 FORCES. ( lb) - Max, Comp./Max. Ten, Ail farces 250 (lb) or less except when shown NOTES- ( 8) 1) All plates are 1,5x3 MT20 unless otherwise Indicated, 2) Gable reqUI((S rOnfinLIOUs bottom chord bearing, 3) Truss to be fully sheathed from one face OT SeGLJelV braced FlWill')St lateral MoVerneot (Le, diagonal Web) 4) Cable studs spaoed at 1-4-0 oc, 5) " Semi -rigid pitchbreaks with fixed heals" Member end fixity Model was used in life analysis and design of this truss. 6) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 1 Od (0 131 " X 3") riails, Strongbacks to be attached to walls all their outer ends or restrained by other Ineans, 7) CAUTION, Do not erect truss backwards. 85 " This manufacluied product is designed as an individual building component, The suitability and use Of this OOMPOtietil lot any paltisUlat bLfliding is the responsibility of the bUf1ding designer per ANSi TPI 1 as teferenGled by the building code,' WARNING, V.1fty da.19n, paarnefers and READ NOTES ON THIS AND WCL LIVED INTEK REFERANCE PACE AfH,7473,&,, 1010312016 BEFORE USE. r: Ill, If, wra "nly Willi lylil,+" Ivi, Ali, ,- if kmll,+ , InIf111,1, MiTe k tol,flcait, ,,, a1, tiio, , Ivlivr [y Pv "ll, 'I " it,, I f,v 1, It ,1, 4 lfuw 9v I llilssvlt,» t,s, 1, v1ANSIJTPI I Quality Critsda, DSS,89 and SCSI Building Component 6404 PanW East 114,d Safety Information ,' Iv, Vol 4o fiol t I Ittiz Plate, lnsrreil,, 21fl, N, 1,!,, rullo:f IX it, Ilk,, V/i, Ta.dj,,I FL 336!0 T60024 0-1-8 1-4-0 1'Rss _._ - Truss Type .._- -.. f`T2 'i riaar , Fzlarrt hv. Florida 3Ci56G-".__ 3x4 _. 1 50 3x4 3 4 5 6 Jab I 7640sA ID_YPdNv2.JXSeH2BWkliv0sP ULI- ? , i-f3-6 3x4 3x6 FP _- 8 9 10 T9797733 Inc. Wed Nov 42 15 5 f 19 2016 t^agr 1 RgkndyX4zPp7iwl70DcS2Wm60uyNCHU Scale = 1:40-9 3x4 11 12 13 27 26 25 24 23 22 21 20 19 16 4t 1b 1b i4 302 M,T24t{S FP " 3x4 - 3,6 3x4, 3x6 3x4 3x6 = 3xf, 23-3 4 2,'1-3-4 Plate Offsets (XY 9:0-1 6,1-119:Id[elli4wE:: 7` LOADING (psf) SPACING- 2-0-0 CSt. DEFL. in (icc) ,Nall Lid PLATES GRIP TOLL 40-0 Plate Carp DOL 1.00 TC 082 Ve l(LL) 0 39 20-21 >712 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,00 BC 0.92 Verl(J Q -0 61 20-21 >455 240 MT 20HS 187/143 BCIA- 0.0 Rep Stress €ncr YES WB 0-62 Horz(TL) 0,09 14 n/a n/a BGDL 5.0 Cone FBC20141TP12007 (Matrix) Weighty 142 tb F1 = 20° F, 11,%E LUMBER- BRACING - TOP (EHORD 2x4 SP No,2(flat) T(P (I iORD Structuiai wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No, I(flat) `Except" end verlica)s. 14-24: 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly appied or 10-0-0 oc bracing, Except: WEBS 20 SP No-3(flat) 2-2-0 oc bracing: 18-19, REACTIONS. (Ib/size) 27=126010 8-13, 14=12661Mechanicat FORCES. (lb) - Max. Gomp./Max. Ten. - All forces 250 (tb) or less except when shown. TOP CHORD 2.3= 1992/0, 3-4 3398/0, 4 5- 4310/0, 5-6=-431010, 6-7= 480216, 7-8--460210, 6-9=-4746/ 0,9-10=-4361/0, 10-11=-3459/0, 11-12=-1988/0 BOT CHORD 26- 27=011143, 25-26=012817, 24-25=013944, 23-24=0/3944, 22-23=0/4659, 21-22=0/4658, 20-21=0/4903, 19-20=0/4361, 18- 19=0/4361, 17-18=0/43€31, 16-17 0/2824, 15-16=0/2625, 14-15=0/1144 WEBS 2-27=-1662/0, 2 26=0/1297, 3-26m 1262/0, 3-25-0/888, 4-25= 834/0, 4-23=01545, 6-23=-52110, 6-21=0t262, 8-20--3491138, 9-20=.-20/1040, 9-19= 1027t0, 12-14=-166510, 12-15=0/12H9, 11-1,5- 1280/0, 11-17=0/947,'10-17=-1356/0, 10-18=0t80i NOTES- (8) 1 } Unbalanced floor live loads have been considered for this design. 2) Ali plates are. MT20 plates unless otherwise Indicated. 3) All plates are 4X6 M1 20 unless othetwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- t, 0 oc and fastened to each truss Willi 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their cuter ends or restrained by oiler meads. 7) C;ACITION, Do not atec.t truss backwards. 8) "This manufactured product is designed as an individual building component. The suitability and use of this carnponent for any particular building is the responsibility of the building designer per ANSI TV") 1 as referenced by the building code-" WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7479 rev la(0812015 BEFORE USE t ,,ii,§T a t;e e niy..'M mjj,+` 11ii., I,ogrnlat*tx i Ziy.tl >n lit ruioI f, t 1t. clnfz t4 %1it ft i lil"I hill lugl<onr n•:.,1 . iUns 1}5i m (fitr w ul, 11x txtik4fo, i-A)Ia mr:I --, city tt;c g4.4 -tfitit ,f I tgi,ITO I vj-IVtrt r1 thi, in! It,,, iT^1 taut lith}f,s1.R1 turn #,ia. a.fH'at<<S,I fxz*,,c*t.lrra.kgn,r fklr#lt nlE+,ll tt.i tsh tz1!lr,o a„i.f[ir<nttvEa^tdy Asi3rtivi Mst1,f V tiv xis4lx rtrrmeti(kv,r'Mri11 ek I ri .rys ie 7 dF i ic?r 41 it Riti{ tr f i i r< 4ciN tE +r , , sz itt [ +lit .let 1 K t4 vrvtl irrjtnv vx3 ixctx rtY .Aarri=tlz, f ^r {ri>,ur ii ;ki ri#<rti ,t is acv<#nt} ttici I'ibn <)tion trnciN,3, .ir.uec rs <xE, lavt owl I+a li q of ttrrsac a af,l Quality Griterta, DS6-84 and BCSI Building Component 6904 Parke Sast Blvd. Safety information ov lilal4v fro€n ti t, 11, 71(" in"trill ,, 1'I3 N k- Slr, oi. Suite 31Y Jab=xondn !,','A J'?314ran4 a. FL 33610 Hoot 19797714 0-1-8 4-_ __ 1.50 1,5X3 1 3x4 1 5X3 3x4 3 4 5 6 Job Reference (o-tional 7 640 s Apt 19 2016 MiTek Industries. Inc.Wed Noy 02 15 57 24 2016 Page I IL):YPdNv2JXSefA2BWk,i-ivoslYgz4C.mX-R nshti9Ef-KwXbekOV7FgTWxSxkK3TdF3BoTvh6yN(,HP 3x4 - 150 3X4 3)(6 FP 7 8 9 10 11 12 sGal, - 1 43 8 3x4 t 3 14 28 117 26 25 24 23 22 21 20 19 18 17 16 1 S 3xl2 MT20HS FP 3x4 3X6 3x6 3x6 3x6 5X6 3x4 1.5X3 'S P 3X6 -- 24.11-1 24,11 1-4 LOADING fpsf) SPACING- 2-0-0 CSL DIEFL. in Bloc) I/dell Ud PLATES GRIP T C, L L 400 Plate Gil) DOL 1,00 T 1_'1 099 item(-(_)-0, 51 20- 21 > 584 360 MT20 2441190 T(,'[)L 100 Lutcbei DOL 1,00 BG Verl(TI-1 _079 2021 >373 240 M-1-20H, IS 1671143 E-GLL 0,0 Rep, Sliess Incr YES WB 0 -io Fi of z (-f Q Oil 15 n"a Iva 6GDL 5,0 Gode FB(-,2Q14/TP12007 (Matrix) Weight: 153 lb FT = 20.F, I 1°,,E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(ttat) TOP (J-iORD Structural wood sheathing daectly applied, except end ven;Gals, F30T CHORD 2x4 SP No-1(Mat) 'Except' BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing, Except: 15-24: 2x4 SP M 31 (flat) 2-2-0 oc tnitcinc'X 23-25. WEBS 2x4 SP No.3(flat) REACTIONS. (rb/size) 28-1352/07-4,15,1358/Mechar)jGal FORCES. (rt)) -Max. Gornp,/Max, Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2y3=-2159/0,3-4=-371610,4-5=-481910,5-6= 481910,6-7=-5304/0,7-855,*5/0, 8- 4=-4835/0,9-10-_-4835/0, 10-1 1-4835/0, 11-12=-3832/0, 12-13--2229/0 BOTGHORD 27-28=011231, 26,27=0/3060, 25-26=0/4355,24-25--0/5169,23-24-0/5169,22-23M0/5538, 21- 22=0/5538,20-21=0/5326, 19-20=014635, 18-19=0/4635, 17-18=0/3146, 16- 17=0/1 251, 15-16=0/1 251 WEBS 13-15=-1820/0,13-17-01/1461, 12 17=-13(39/0, 12 18=0/1025, 11 M-1516/0, 11- 19=0/874, 2-28=-1 789/0,2-27=0/1419,3-27---1377/0,3 26=0/1003,4-26= 977/0, NOTES- ( 9) 1) Unbalanced floor live loads have been considered for If)),, desiqrl. 2) All plates rare MT20 plates uniesti, othemse Indicated, 3) All plates are 4X6 MT20 unless othotwisr, Indicated, 4) The Fabrication :Tolerance at joint 24 = 11 % 5) Refer to tidder(s) for truss lo truss connections, 6) " Semi-figid pitchbreaks with fixed heels" Member end fixity model was used in lho analyst,,-, and design of this tiuss- 7), Recommend 2x(3 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Oct ( i131 " X 3") nabs- S"ongbacks to be attached to walls at lihoit outer ends of restrained by other means. 8) CAUTION, Da not erect truss backwards. 9) "This ffs'ifWfaCtLired product is designed as an indIVIdUal bulding component. The, suitability and Use Of INS Gornponent for any particular building is the responsibility of the building designer per ANSI 1PI 1 as referenced by the oulding (Me." WARMING -Verity design parameters and REAP NOTES ON THIS AND INCI, VOED hftTEK REFERA NCE PAGE 4111-7473 rov, 10,1031201S BEFORE USE. fln- Mil' tep't," o t"I iw li- 1, Iv,v"O to 11*10 !"1 4 il 1 It"J, If " It lit to, "o'l -)n, 1/,)f , it, Ai I t,f.r,ttm M Re k rt,, 4 Butt ,t il'My it j I" I'f, 41 4 "Olt, f -dl 4, r -m,t, il tiq,ey I J,;, J,jt, , I v k, F, in I q,r11 tUl, 1 Al+ 1, W 1, 1, t lif 1" f Ine Quality Criteria, DSB- 89 and RCS1 Building Component 6904 Parke East Nwi Safety Information ov( filif k, ff-l" tro- pi tj, /'Vexott,1(ir VAPL`:?14 Tampa. FL 33610 TBOO24 I lampa 0-1-8 1-44L_ How 3x4 = 1 50 3x4 3 4 5 6 Tq79773'5 Job Reference 7.640 s Apr 19 2016 M`fek lnduslnesInc Wed Nov 02 IF, 57 25 2016 Page I lDiYP( INv2JX$eH2BWKH,oslYgz4GmX-vAl..FvBlr,'?ZSt)glDx CeUDq3El-nL3qowELQSDSDYyN(> 1-- 4- Scale = 1,42 7 3x4 = 3x6 FP= 3X4 I. 7 8 9 10 11 12 1g 27 26 25 24 23 22 21 20 19 19 17 16 15 14 3x6 -- 5-6 3X6 V P --- 3X6 3X6 3X6 5x15 30 24 3- 12 24- 3-12 Plate Offs 0 '1 8 10 E 1 _3 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (Ioc,) I/defl Ud PLATES GRIP T(;[., L 40.0 Plate Grip DOL 1,00 TC, O50 Verl(LL) 0,39 20 - 736 360 MT20 2441190 TCDL 10-0 Lumber DOL 1,00 B111 0,96 Vefl(-TL) -061 19-20 >471 240 KILL 0,0 Rep Stress loci YES WE 067 Hotz(TL) 0,08 14 n/a n/a BCDL 5,0 Code f--BG2014/-FPI2Q07 (Mallix) weight: 155 it) F-T , 20%,F, I I %E LUMBER- BRACING - TOP CHORD 20 SP fill 3 1 (flat) I OP CHORD Structural wood sheathing dire .Ily applied or 6-0-() oc puilins. excess BOT CHORD 2x4 SP Art 31 (flat) 'Except' end verficals, 22-27: 20 SP No. 1 (flat) BOT CHORD Rigid ceiling directlyappied or 10-0-C oG bracing, Except WEBS 2x4 SP No.3(fla) 2 2-0 oc bracing 23-25, REACTIONS, (Ibhsize) 27,= 131710-8-13,14.-,1323/Me.(,hfinicit FORCES. (lb) Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-21MIO, 3-4=-3581/0, 4-5=-4760/0, 5-6=-4760/0, 6-7=-5297/0, 7-8-5263/0, 8-9=-5263/ 0, 9 1 0=-4734/0, 10-11 =-370810, 11-12=-2165/0 BOT CHORD 26- 27=0/1 200, 25-26=0/2962, 24-25=0/4247, 23-24=0/4246, 22-23=0/5134, 21-22=0/5134, 20,21=0/ 5426, 19-20=0/4734, 18-19-0/4734, 17-18=0i4734, 16-17=0/3047, 15-16.=0/ 1219, 14-15-0/1219 WEBS 12-14=- 1774/0,12-16=0/1413, 11-16=-131810,11-17=-0/987, 10-17=-1578/0, 10-18=0/ 911, 2-27--1744/0,2-26=0/1376,3-26,=-131810,3-25=0/945,4-25=-1019/0, 4-23=01748, 6.,23=-544/0, 6-21--,0/266, 7-20= 341/13(3, 9-20=54/986, 9-19=-868/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 4x6 MT20 unless otherwise indicated. 3) Refer to gtrder(s) for tfuss to Ifuss conneGtKO118, 4) "Semi -rigid pitclibreaks with taxed heels' Member end fixity, model was used in the, analysis and design of this truss. 5) Recommend 2x6 s1tongbacks, on edge, spaced at 10-0-0 oc and fastened to each tRISS with 3-10d 1,0 131" X 3") nails. Strongbacks to be, attached to wails at their outer ends or testiained by other rneans, 6) CAUTION, DO not erect truss backwards. 7) "This rocinl, JaCtMed product is designed as an individual building component, The suitability and use Of INS component for any particular building is the responst bf Illy Of the bl,fldiotl designer per ANSI TPI I as referenced by the building code,' WARNING, Verify design pararneer, and READ NOTES ON THIS AND WGLUDEO MfTEK REFERANCE PAGE M11-7473,ov. 1010312015 BEFORE USE, ONY "'llb rollek, , rnis, I"S1,11, r, t "', I 'fily it "n j, AN 11" 1, 't H, R,, li"'r iwli I xk4 fin , 'I'q n'l u-, llu r 1,01, r'*j(-1 motv,liry li, "I I 4k,ot,frily ''I J-Agn 1, il, ij, I ij, r KAly in 41 't, 11,a INs d, ,iql, lid, , lh.-1, Air MiTek, olvoy", w, juil-; is Q, it Ailly, It'd I" i q-,nf ,, .1k 4 wilh n, rl i1 ,i, a" ilt I I 1-p(q IV, i"ITI"ki, rJ,n, 1, 31 '41lid, 9,* 11 -jll, i1no P" it yi, alkxi ar.+ 1rf< a 1,41,-(Y,,m, fi-n ll" $ I q, I, il"I -f hrxs s lo, 1 Quarry Criteria, DS8-84 and SCSI Sulkling Component 004 Palk, Fast Blvd. Solely Information ov< Aril 4o h-lit ft sss PI'llo loq11,11", 2 I ti H kw SIw,,l,So0,,3 Ai,axonc ill, I A Tanya. FL 33610 T60024 1 5X3 1 5X3 4Y6 1 2 25 truss I Rj$ VT5 Roo, 3x4 1 SX3 3x4 4 5 6 7 646-S ID: Yf1dNv2JX,eH2BWKHvo 5 4 _ 3x4 '- 3x4 1 5X3 3x6 FP 4x6 7 8 9 10 11 19797736 F,l ,T,7-26-20115 Te --T- ienvo7Yw9jkibH7lRhX0,,Uf0y0rn yNCHN Scale = 1 38 5 4 6) 3x4 12 13 3X6 4x6 3,02 M F210HS FP 3X6 3x4 3X4 1 5X3 4Y6 4,,6 3XG 3xt - 22-3-12 22-3- 121 Plate Offsef LOADING (psi) SPACING- 2-0-0 CS1, DEFL. ul (k)c 1/dell L/d PLATES GRIP TOLL 40,0 plate Grip D(,-)L 1,00 TC 0.98 Verl(t L) -0.40 18-19 >660 360 M11-20 2441190 7CDL 100 i-umbea D01, 1,00 BC 0,86 Verl(-I [-) -0,63 18-19 418 240 N11-20HS 1871143 BOLL 0.0 Hoc Stress Incr YES WB 0,56 Hou(TL) 0,09 14 rlia Iva BCDL 50 Gode FBC2014/*TPt2OO7 (Matrix) Weight; 124 It, IFT = 20%F, 1 LUMBER- BRACING - TOP CHORD 2x4 SP No, 1 (flat) 'Exrept' TOP CHORD Snuctuml wood sheathing directly applied, excePI end verlicalS 10-13: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. BOTCHORD 2x4 SP No. 1 (flat) 'Except' 14 -21: 2x4 SP M 31 (flat) WEBS 20 SP ldo.3(tlat) REACTIONS. (Ila/size) 24=1207/08-13,14=1213/MectianicaI FORCES, (11b) - Max, Comp./Max.'Fen, - All forces 250 (11b) or lass except when shown. TOP CHORD 2-3=, 189710, 3-4- 3209f0, 4-5= 4042/0, 5-6---4042/0, 6-7- 4337/0, 8-9=-3919/0, 9 1 0=-321 0/0, 10-11=-321010, 11 12=-,l 897/0 BOT CHORD 23-24=0/11 094, 22-23=012675, 21-22=013716, 20 21 =0/3116, 19-20=014290, 18-19=0/4296, 17-18- 013911), 16 17=0/3919, 15-16= 012650, 14-15=0/1 103 WEBS 12- 14=-1605/0,12-15=0/1 214, 11-15=- 115 1 /0, 11 -1 6,--0/857, 9-16- 111710, 9-1 7-0/445, 2-24 = 1590/0, 2-23-0,1228, 3-23- 118910, 3-22=0181 6- 4-22=-775/0, 4-20-0/486, 6-20-- 369/0, 7-18=- 744190 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plate, we MT20 plates unless otherwise Indicated, 3) Deter to girder($) for IIUSS to 11USS GOnneCtICITS. 4) "Swi- ii-rigid pitchbteaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 s1tongbacks, on edge, spaced at 10-0-0 ocarld fastened to each truss with 3-10d (0131' X 3") nails. STr0r1gbAGKS to be attached to walls at their outer ends of restrained by other means, 6) CAUTION, Do not erect truss backwards. 7) "This manutacluied product is designed as an Individual building component. The suitability and use of this component tor' any particular buildrig is the responsibility of the bmiding designer pet ANSI TPI I as referenced by the building code," WARNING Verity design Paramtl. ftid READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ulf, 7473 w, taID3120 15 BEFORE USE 1),qoll 10till -14y "llit mll,ki, (-,m, Iol, Mi'd"Aoi, 1, txl-i ''oh/ut-t, Ju I" I'I I IAA,fi;,ij , "n'l Iwll t, t, , s"low uso 11 , t 'r At, 11 X i I, i*11 i,( must V, mfy Ih, , it 4i, [ qlry 4 , , 4"it 11, V- M, K 11, 11 V " 1 [ 1 , i 'I Iy it t , . II, , 11 )V,, , 1, '* ?I , it )I, , It " "o! I, 11, Nil' t'ik III ij , 1,N, in N, vl,4 4-01, no, I r" I" I 'i, 'v,f it I A i"kit j , 4 4 1, Sloth 9 t1 I; k 1,, Keah- 1l i, i/-v - h,, I i i i, 11 , it w nly A- i, fl$ 11, it il I "I - + A V , N i, I jai i 11, 11 Ili, I I t i , P '11 ,1 MO' 1, 11,1 k (111,'F , "t"t, lija, iliv, n Y,4, tioi if., I t'l t(i,.o of H " I II r,. tvstcrm, ^ANSI/TPI I Quality Criteria, DaB-89 and SCSI Building Component 6904 paik. East 8W Safety Information ov,91 JI'li, if'stilill, 21 s N Tampa, I'L 396lo 1 BOO24 '..... FT6 C3uiiders FtslSowce Tampa. Plant city. Flanda gg 4rt13 2 13 Truss Type Roo, Supported Gabie 1 j 1 7 640 s ID:YPdNv2JXSeH2BWkHvo I 4 T97s7737 Mi7ek indi'swes. Inc. Wed Nov 02 15.57.26 2016 Page 1 X-NMvc6Xj€ntsaetivo7Yw9jkubVBiesXXU13f6y0m_yNCHN e Scale, 1 1, 12 1 1 t 0 R. 7 3x4 6-3-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (ioc) 1'1dett Ud PLATES GRIP TC.LL 40.O Plate Grip DOL 1-00 TC 0.08 Vert(U) n/a n/a 999 MT 20 244/190 TC:DL 10-0 Lumber DOL 1.00 BC 0-01 Ver1(1 ) nta n1a 999 BGL_ 0.0 Rep fitness Incf YES WB 0.03 Hcrt(TL-) 0-001 7 n/a nta BCDL 5.0 Code FBC2014/1-PI2007 Matrix) Wet9fit: 331b FT W 20 F, 11`}aE 1-_-._______._ 1 _ . LUMBER- ER-_. - -_ w BRACING - TOP CHORD 2x4 SP No. d at) TOP CHORD Smichnal wood sheathing direct€v applied cir (3-0-0 oc pcirftns, except BOT CHORD 2x4 SP No.2(ftat) end veriic.als. WEBS 2x4 SP No-.3{flat) BOOT C:.HORD Rigid ceiling dueGVY appred or 10-0-0 oc bracing, OTHERS 2x4 SP Nc1.3(Ilih REACTIONS. All hearings 6-3-4. lb) - Max Grav All reactions 250 Ib or less at joints) 12, 7, 11, 10, 9, 6 FORCES. (lb) - Max. Cornp./Max. Ten. - All forces 250 fib) cr less except when shown. NOTES- (8) 1) All plates are 1,5x3 MT20 unless otherwise indicated. 2) Cable requires continuous bottom chord bearing. 3) Truss to be fuily sheathed from one face or secutely braced against lateral movement (i.e, diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.1 31" X 3") nails, Strongbacks to be attached to wails at their outer ends or restrained by other means, 7)CAU HON, Do not erect truss backwards. 6) ""this manutactured product Is designed as an individual building component- The 5ciltability and c e of this component far any fxtr oular building is the responsibility of the building designor per ANSI TPI t as referenced by the building code.,` WARNING Verify design parameters and REAL; NOTES ON THIS AMC INCLUDED MITEK REFERANGE PAGE Mtt-7473 ray. 10iO3,WtS BEFORE aSE lavq v,:Au d i i ii,o (,Ny v01, t fil< k nre, I i Ihir, }e d Eli i, tvtr'.a. i ail r tt <.,n ( tt sau te: n si n.::an 4 is E, F :x; it }t i i , ai tsril litxt < <rrr t w nt nol t titi'm ysr(ni ttr,} 4" rru if t iIII Nn11 i ski ;,, i I nusl "11h, Ih" <ir q:,Ii. A,ditr ,P f,^v,an I tr:m kas ar t i i.,{ s ilt' iri it `i ile tf m k slyrn ini Ilx .eiail tWlit. Afh7 EfrsFt II' fA,:7cht,i tit En str li'.&r raes+grit SxtckNn,7^ivxJt+r<4irti tiitss u,•, ni:il^i cti„t 4n'm'E'cxn ally Ad fip,•nA I,_,mrw=i ti 7`x ciimi,inenit t.xa t<} MiTek t( ta,7ys t< ii Eli 1 izsc t it riAty un, 4 t t v< teN di i( x: tth t Stidh(E l is, t4,I Hilt+,Y Ei i i ruc,i u>t!y kzirnTlu F,t c7en<`F ii .}ti4, 4zaa+ t^ Peti ).iri:Nnr1 lt a k 11,11( .pion. sV,I, I,Ios <# f1„s it', <,re t N',r and t,i'i, inq "I on, 111 ass sYsr, ns 4< ,,ANSI/TFI1 Quality Criteria, DS6-$9 and SCS1 Building Component 6904 Parke East Wi d Safety Information su,exit 11 it 9-in inns PI« lea Instil'tio, 2, ct N, ,rr\ 1`r;il •9. Tampa. Ft, 33610 T60024 Truss Ttus, Type aty Ply VT7 Floor 5 Job Refeteric ItIce T-119a Hear City Florida 33566 7.640 s Apr 19 2016 ID YPdNv2JXS0-f2BWkHvosIYqz46rru 4x6 it 3x6 1 2 34 0 19 18 1 5X3 5X8 Elate Offs 0, QY`I . ...... L-' -3-Q,FLlqe 5 6 I T97977- M Industries- Inc Wed Nov 92 15 53 27 2016 Page I Ktkl XAjVO3NJ5dgy(58XX8coGqxdVniZlQyNCI Scale = 1 27 5 to 17 16 15 14 13 12 1 5X3 3X6 LOADING ( psf) SPACING- 20-0 CSI. DEFL. In (c,,G) 1/defl Ud PLATES GRIP TCU. 40,0 Plate Grip COOL 1,)o T C, 0,68 Vejl(U-t -0,17 14-15 >999 360 M, 20 244/190 TGDL 10,0 Lumber DOL I B CI 0,80 ve.rl (I L 1 0 26 14-15 >741 240 BOLL 00 Rep Stress YES WB 0,66 Horz(TL-) 0,02 12 I-da Na BCDL 5.0 Gode FBC2014/T P12007 (matrix) Weighl 91 ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP (,,H0RD Sliuctural wood sheathing directly applied or 6-0-0 oc pullins, except BOT CHORD 2x4 SP No, I (flat) end verlicals. WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied or 10-0,0 oc bracing. REACTIONS, ( lb/size) 1=875/0-3-0,12=878/M(--cfianicaI FORCES. ( ib) - Max, Comp./Max. Ten. - All forces 250 (lb) no less except when shown, TOP CHORD 2-3=-9721013-4=-925/0, 4-5= 972/0, 5-6=-1832/0, 6- 7=-2217/0, 7-8=-2217/0, 8-9=-2030/03 9-10=-1289/0 BOT CHORD 17-1 8=0/1 483, 16-17=012217, 15-16-0/2217, 14-15=012237, 13-14=0/1 780, 12-13--0/777 WEBS 3-18=-393/0, 2- 18=011 385, 5-18= 761/0, 5-17=0/533, 63-17=-64910, 10-12= 113110,10-13=0/762, 9 13.-,-750/0, 9-14=01383, 8-14-317/ 0, 8-15--231/287 NOTES- (7) 1) Unbalanced floor live loads have been considered for Phis design. 2) All plates are 3X4 MT20 unless otherwise Indicated. 3) Refer to Trder(s) for truss to truss conriLctions 4) "Semi -rigid pitchbreaks with fixed heels" Member ef)cj fixity model was used in the analysis and design of INS TrUss, 5) Recommend 2)(6 stiongbacks, on edge, spaced at 10-0-0 OG and fastened to each truss with 3 100 (0131 " X 3") nails. Slrongbacks to be attached to Walls at their outer ends or Tesitained by other means. 6) GAU fION, Do not erect truss backwards. 7) "This manufactured product is designed as an Individual bull inn component. Thr sr<itabilfty and use of this c mponent for any particular building is the responsibility of the building designer per ANSI 7PI 1 as referenced by the Wilding code," WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAC31F Aftf-7473,ev. 10103,2015 BEFORE USE Viii'l lot uy""'tily will, -, ij- 1"I" IN, r-kjn I, I I 'fily tit -n l, tiom-k,i, 't-wr" "'vi iSir Hill fivI, rtit t AlCjln j , r,q I, 'I tms, syalc to llk tol-r-, 0W> biilldii cl, 11 1%1,11110i 040,vilry 111- 4 j 41, - Atilty, 4 I'm, irli"I"t, toir i-ily ftn- q-, A- tht, I0, , 11" MR MiTek tl,+ ejo, ow"'Jiot, <111d t vr,lnij ' I torwi"Ift, I I"I"'ySto .... woANSI/Ttit I Quality Criteria, DSB-89 and BCSI Building Component 6-04 Parke East Pled. Safety Information o11(it 4,, lion, lim, l$uo Inctriji-, 7,W N, fee317, /,Jex,aidfiI, VA !'23t4 'Tan vii Pl, 33610 T80024 0-4-0 4x6 3X6 1 2 34 9 1 SX3 5X8 Truss Truss Type Oty Ply 19797739 FT8 Floor 2 7 C40 t, Apt 19 201C M,'T,,k Indusir,es Inc Wed Nov 02 15 57 27 2016 Pige I ID Yt'dNv2JXSeli2BWkHvoslYgz4GinX-tZ-r KtklXAtV03N,J5d9yi58VQ8rfi,?GqjdttiiiZiQyN(,H Scale 3/8'I' 1,50 1 5X3 - 1 5X3 3x8 3X6 1,5x3 7 6 9 10 11 12 3x6 16-4 0 16-3-4 0-6 12 23 22 LOADING (pst) SPACING- 2-0-0 CSL DEFL. it (loc) Well L/d PLATES GRIP TGLL 40,0 Owe Gnp DOL 1,00 TC 081 VeTI(L,L) 0,21 16-17 >910 360 MT20 244/190 TCF)L 10,0 LL,Il tber DOL i 00 B C11 0,92 VOrl(TI-) 0 31 16-17 >628 240 BOLL 0,0 Rep Incl YES WB 0611 Horz(TL) 0,0,3 14 n/a iva BCDL 5,() Code FBC2014/T P12007 matrix) Weight: 104 In F T = 20%F, 11 1%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD StTuctuiai wood sheathing directly applied or 6-0 0 oc purlins, except BOT CA10RD 2x4 SR No, I (flat) end Ve'dicals, WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directlyapphed or 10-0-0 oc bracing, Except: 2-2-0 oG bracing: 17-18 6-0-0 cc bracing: 13-14 REACTIONS. (Ibisize) 1=68210-3-0,14--.1106/0-40 Max Gnv1=890(LG 3), 14--1106(LG 1) FORCES. (lb) - Max. Comp,/Max. Ten, - All forces 250 (lb) of less except when shown, TOP CHORD 2-3= 99310, 3-4z-946/0, 4-5=,99 1(0, 5-6=-1876/0, 6-7=-2292/03 7-8--229210, 8-9=-207610, 9 10--129310 BOT GHORD 19-20=0/1512, 18-14-0/2292, 17-18=0/2292, 16-17=0/2297, 15-16=0/1805, 14-15=0/766 WEBS 3-20,,-,-404/0,2-20=0/1414,11-14--251/0, 5-20--77310,5-19)0/560,6-19=-701/0, 10-14-1143/0,10 351/0,8-17=-216/345 NOTES- (6) 1) Unbalanced floor live loads have been constdered for thisdeslgn. 2) All plates are 3x4 MT20 Unless, 0thKWlSe indicated. 3) "Semi -rigid pitchbreaks With fixed heels" Member end fixity model was used in the analysis and design of this truss, 4) Recommend 2x6sttonqba(,-.ks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Stionqback,% to, be Mtached to walls at their outer ends at restrained by other means. 5) CAUTION, Do per erect truss hackifiatds, 6) "Ti-its manufacWrad PFOdLIGI is designed as an Individual building cornponent. The suitability and rise of this component for any patlicular building is the responsibility of the building designei per ANSI TPI 1 as referenced by the buldIng code," A VVA RNWO , Vadly design and READ NOTES ON THIS A NO 11,104, VOEO NOTEK REFERANCE PAGE Ufh 7473 rev. IMJY20 15 &EFORE USE, lt,,q-011 ,,cIII, I (-I is,,° , siv 'Iff, rNr,*, tol' Aou, tho 1,01Sit KI, J,-,rono, must Verity It c n j,Vit Ad'i of .1 urin 1 - It, .u, I r -I 11y $'-'*jI t int, , It,(. A qui,w-nly gnu->ftitxvu i. Iiskirtt",_.ysit=trs.,,oANStY2Pl I Quality Criteria, DSO-89 and BCSI Building Component Safety Information ovolk) r tf, 1;,m Ifms 111, 111, IrtstNute. 21 It H VA2?314, NSBI 004 Parke East Blvd Tzimp,,t FL 93610 Job Truss Tiuss Type T-10024 FT9 Pla l C-a-y Florida 0-4-0 0 6X8 3x6 4x6 1 2 3 4 5 cx Oty Ply T97,137740 6 7 640 s Apt 19 2016 M,Tek lndun,*inc. Wed Nov 02 IS 57 28 21016 Pig, I IDiYPdNv2,JXSeH2BWkHvoslYgz4GrnX-KIINXDlflUqMQDxVfLCBclJhfLYAZ'?Dan6OR7qtyNC[iL 3X4 1 5X3 4x6 = 3x4 30 = 3X4 = 3X6 Fp = 4x6 6 7 8 9 10 11 12 13 sale = 1 38,6 4x6 = 3x4 14 15 3X6 6X8 3x6 36 FP 3XG 3x4 3x4 4x6 4 X 6 3x6 6X6 = a-4-0 220-0 21-8-0 LOADING (pst) SPACING- 20-0 Cst, DEFL. Ioc) 110etr L/d PLATE$ GRIP T(,',L,L- 40,0 Plate Grip DOL I IM I-C 0,86 Vell(I-L) -0 36 21-23 -,731, 360 M120 244/190 1 G EA 100 Lumber DOL 1,001 BC 0,70 VHrI(TI-) -0 56 21-23 466 240 BGLL 0,0 Rep Stress incr YES WB 0,95 Horz(TL) 0,01 16 wa n/a BGDL 5 0 Code F BC2014,'TP2007 V1 a I I I X) Weight 141 Ib F T = 20%F, 11 11%F LUMBER- BRACING - TOP CHORD 2x4 SP No.2(ltat) 'Except' TOP CHORD Structural Wood Sheathing dueGlilY applied or 2-2-0 oc purlins, except 1-11 2x4SPNo,i(tial) end verticals - BUT CHORD 20 SP M 31 (flat) BUT (:J-iORD Rigid ceiling directly applied or 10-0-0 cic bracirig. WEBS 2x4 SP Nci,3glat) REACTIONS, (Ib/taze) 1=1200/0-3-0, 16=120310-3-8 FORCES. (lb) - Max, Comp./Max- Ten. - All Imes 250 (IN) Or less except when shOWri TOP CHORD 2-3=-1437/0, 3-4-1364/0,4-5=-143710, 5-6=-2871/0, 6-7=-3883/0,7-8=-3883/0, 8,91--440210, 9,1 0=-3958/0, 10-11 =-3222/0, 11 12= 3222/0. 12-1 3= 322210, 13-14=-1874/0 BOT CHORD 25-26=0/2223, 24-25=0/3683, 23-24=0/3883, 22-23=0/4289, 21-22=0/4269, 20-21--0/4297, 19-20--0/4296, 18-19.0/37001 17 18=0/2639, 16-17011087 WEBS 3-26=-51010, 2-26=0/2004, 5-26=-1144/0, 5-25=01968, 6-25=-1525/0, 6-24=0/842, 14-16- 1562/0, 14-17=0/1203, 13 17-1169(0, 13-180/669, 713/0, 10-19--0/393, 9-19=- 517/0, 8 21-, 131i301, 8-23= 722175 NOTES- (5) 1) Unbalanced flow live loads have been considered tot this design. 2) "So. mi-rtgtO pochbreaks with fixed heels" Member end fixity model Was used in the analysis and design of this truss. 3) RGoomi- Trend 2x6 stoxigbacks, on odge, spaced at 10-0-0 o(-, and fastened to each truss with 3-1 Od (0,131 " X 3") rails- Sttongbacks to be attached to otalls at their outer ends or restrained by othez means 4) CAUTION, Do not erect truss backwards. 5) "This manufaciured product is designed as an indmduai building component- The suitability and use of this component for any particular hulcling is the responsibility of It),, bukling designer per ANSI TPI 1 as referenced by the building code," Al WARNING - Var0y design parameters and READ NOTES ON THIS AND (MCL UVCV UITEK REFERANCE PAGE Mll-7473 re FM312015 &EFORE USE, 0-Agi i toiiI f, " (ill, t,Ny Will, mil, nt N, 1-1, il ii, J-As Ij i ih I - i "lily,q .,F, i, it 11 -+,Tl tih-wl i, <M i, i r, t"I Fri it " tit luif t 'A' flu%j 'u'l -11t, r a use. he sitln fit, 1, 4,l ii *'. it, I K I-[ 1 4 "1' ilvt i,, 11 ilki, -t, a"V"I MiTek it,fHull y,toi .... .. <,ANSI/ TPI I Quoilty, Cfitena, DSS.89 and BCSi Building Component 8004 Paike East Bnd Safety information 0,1otAc, ti-ril 1",. 11, il, lilsitt&), 'It9 N l', S1(-,l 317 N,:XoiOii ), VA 4, Tatra, FL 33610 City Ply T147977,41 Job Ilruss ituss type 1`60024 FTlo Floor Supported Gable Job 7 640 ID:YPdNv2JXSeH2BWkHvo< Inc Wed Nov 02 15 S7 14 2016 Page I L,L3ti)rPyvGM5R6vY016W)uE2NKiyNC 0 1-8 Scale 1 37,2 3x6 FP-- 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 is 18 39 ae 37 36 35 34 33 32 31 ",a 29 28 '17 26, 25 24 23 22 21 20 336 FP 3XA 22- 0-0 LOADING ( psi) SPACING- 20-0 CSL DEFL. fn (loc) IidaIl Ud PLATES GRIP TGLL 40,0 Plate Clip DOL 1 04) TC 0 08 Vwl(l- L) n/a r1la 999 M 120. 244/190 TG' DL 10,0 Lumber DCA- i 00 BC 002 vert(-IL) nia - va 999 BGLt, OD Rep Sires$ In("t, YES WB () 013 Holz( T,,) 0.00 20 iVa ilia BODL 5,0 Code FBC20141TP12007 Malux) Weight, 105 lb F T 20'cF, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No-2(tLit} TOP (,HORD StltiiCtLital world sheathing directly applied 01 6-0-0 oc Pultins, except 130T CHORD 2x4 SP fso.2(tlat) end verticals_ WEBS 2x4 SP No.3(flat) BOT CHORD Rigid reiling &&Oty applied or 10 0-0 oc bracing, OTHERS 20 SP Nci,3(flat) REACTIONS, Ali bewings 22-0-0. lb) - Max Grav All reactions 250 lb of less at joint(s) 20, 38, 37, 36, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES. ( lb) - Max. Gomp,/Max. 7en, - All forces 250 (lb) 0, r less except when Shown. NOTES- ( 8) 1) All plates are 1,5x3 MT20 unless otherwise indicated. 2) Cable requires continuous bottom chord bearing. 3)' TTUSS 10 be WHY sheathed ftOrll One face Or securely braced againsl lateral roovernent (Le. diagonal web). 4) Cable studs spaced it 1-4-0 oc, 5) ' Semi -rigid pitchbreaks with fixed heels" Member end fixity model was, used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 10d (0.131" X 3") Oats, StTonqbacks to be attached to Walls at their 001lef ends or restrained by other means. 7) CAUTION, Do not erect Irrisrs, backwards. 8) " This manufactored product is designed as an individual building component. The suitability and use of this component far any palfiGUiat buildinq is the responsibility of the building desillner per ANSI TPI I is referenced by the building code," WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473mv. 1010312016 BEFORE USE. MiTek i- ilw 1yo,j,jr(- I lot kit 4MY in, I Milli it y in' I l't-l-Ity it ll I, H,, I, tol' ti, )It, ti, ow, 11"t, of"i 1,;,I, tnq ol s,,ANSI/TPII Quality Criteria, DS6-89 and SCSI Building Component 6904 Parke F-15t bed Solisity, information aiv Aik it le 9-1 pj tl,, It,,jit tjjx, 218 iq I, e Sit, ret, 1,j t, I I N, i14 33610 TT7mssy) ru T9797742 TB0024 FT11 Floor Supported Gable Run 7 610 S Jan 29 22015 Print 7 640 S Apt 22 2016 MIT01, Indusitras Inc Thu Nov 0108 21 29 2016 Page I ID_YPdNv2JXSeH2BWkHvoslYgz4GmX-UH3We2rnn3YpTuOe,A WSMt)cLJXjLxOvqA5ZXwpZGyMzs(i 0-,1.8 Scale = 1,22A 4 5 6 7 8 10 11 12 24 2S 23 22 21 20 19 18 17 16 15 14 3X4 -- 1380 13-8-0 13 3x4 — LOADING (ps!) SPACING- 2-0-0 CSL DEFLm (luc) Udeti Ltd PLATES GRIP I CLL 400 Plate Gitto DOL. 1 00 TG 0,09 verl(LI-) raja n/a 999 MT20 244/19(,, TGDL 10.0 Lumber DOL 100 BC 0,02 Venjl_) n/a n/a 1999 t. 3(" L L 0,0 Rep -Stress Inct YES VV B 0,03 Hov(l L.) 0,00 13 Iva ;Va BCDL 5,0 Code F6C2014,,1TPI20107 (Malfix) we grvl 69 ib FT - 20%F, 11 %E, LUMBER- BRACING - COP CHORD 2x4 SP No.2(flat) [OP CHORD SKJOLSfat wood sheathing directly applied or 6-0-0 oc PWIIrls, except BOT CHORD 20 SP No,2(flat) end vedicals. WEBS 2x4 SP No.3(ffat) BOT CHORD Rlqd ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SP No,3dlat) REACTIONS, Ali bearings 13-8-0- lb) - Max Gtav All reactions 250 in or toss at joint(,,,) 23, 13, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES. ( 1b) -flax_ Comp,/Max. Ten. All forces 250 (1b) or less except when shown, NOTES- ( 7) 1) All plates are 1.5x3 MT20 urtless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (l-e. diagonal web), 4) Gable studs spaced at 1-4-0 oc, 5) " Serni-rigid pttchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this, truss 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each ttuss with 3-10d (0,131, " X 3') nails. Sltonaba(,ks to be attached 10 walls at their outer ends Or restrained by other means. 7) " This manufactured product is designed as art individual bk illding c;oniponent The SUIlablIllyand use of this component for any particular building is the responsibility of the building designer per ANSI I -PI 1 as te-tetenced by the, pUtiding codo," LOAD CASES) Standard J 6 WARNING -Verilify design Parameters and READ NOTES ON THfS AND fNCLUDED 10tTEK REFERANCE PAGE MH-7473 rev, 10103,2015 BEFORE USE. Ysl( m' tso' III,, kok SI q 1, lq jl Il I Ort't velify III, )1'14( t' X MiTek A, i, fili-II, It I Y , PIj 1 11 ,111 t + x q ,,I vlqo' l,.Ivv'ny' ore( liol'' if"I i"o' i"'I .,I tiuwti onI Iiose sytiI,im, a-,ANSUTFH Quality Criteria, DSO -BF and KCSI (Suitaing Component 6904 Parke East Stud. Safety Information owxl() Hk: iwin Tampa- fL, 33610 160024 12 E,afld+rs Flrstsou rc; Tarr ,e. PI 6-1-8 1 •>4-0 Floor 9 Oty ply _.. Job Referef 7.64tis rispr192( iD_YPdNv2JXSeH26Wki-tvoslYgz4C,mX- 1.5X3 4 _ 6 14-e.e induslues_ Inc. Wed Nov 02 1L1:3P:1 7VNlU6GyDS006T8pZeTwJgoS T9797743 Scale. i 2"_1' 7 8 Plate C)ffse£c-- -. a LOADING (pst) SPACING- 2 0 0 CSL OEFL. n (Ioc) l/def( Lfd PLATES GRIP TCLL 40,0 Plate Culp DOL 1-00 TG 0.65 Vetf(LL) -0,13 1 i 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL I BG 0.94 Vert(Tl) -0-20 11-12 ;H19 240 BELL 0.0 Rep Stress Incr YES WR 0- it Horzj[_) 0.03 9 n/a nta BC: DL 5.0 Gode FB(,2014/TP12007 (Matrix) Werghi: 50lb FT ---- 2C° L 1%E LUMBER- BRACING_ OP CHORD 2x4 SP No.2 (flat) TOP CHORD StTuctOrM woodsheathing directly applied of 6-0-0 oc p£arlins, except BOT CHORD 2x4 SP Nc}.2(ttat) end verticals. WEBS 2x4 SP No.3{flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/ size) 15=750/0-3-8, 9=75610-3-H FORCES. (Ib) - Max- C;omp.tMax. Teri. - All farces 250 (lb) or less except When shown. TOP CHORD 2-3=-107110, 3-4--15411G, 4-5- 1541f0, 5-6=-160510, 6-7= 106910 BOT CHORD 14- 15=01652, 13 14r011541, 12-13=011541, 11-12=011705, 1Q-11=0/1456, 9-10--0/663 WEBS 2-15=-94610, 2-14w0/ 641, 3-14--700f0, 7-9=-965f0, 7-10? Oi621, 6-10= 59110, 5-12= 355i100 NOTES- (6) 1) Unbalanced floor live loads have been considered tot this design. 2) All plates are 3x4 MT20 unless otherwise indicated_ 3) "Semi -rigid pitchbreaks with fixed Creels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-14d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do riot erect truss backwards. 6) "This manufactured product is designed as an individual building component_ The SUitabilify and use of this component for any particular building is the responsibility of the burding designer per ANSI TPi 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev. 10,W: 20f6 BEFORE USE fh dv, :1fi!f,i Iw<' I 4y with MII<r< r,i 1,.<E•,Es 11A, £,`A1'sr iti t, Tti, i••nlvt tj -,i rrrtn I,t Sk trt,,<tt, Irot x, it ir"l lu it toN trtur, ,*n( t, nt r ,i . t lm,i „y,A,zm tr,+ r wuse, in, t, rtisl ".,ntj it,,, 4 f 41" it Oily ,( f situ, £,:,i' <u„i r oi-tly t {-I'll" tin £<*sk 7r, iti ilx v,::1, 111 iS6ixsExlUuil+a&i1 h la•nvcanl txtukirntl,= iui£t.is4uai irzm,a=e:(1t f(r r:h t 4tn+€nt e°ts •>n(+; tc#Itltor,.11 temiw=t rytn iI;xatnrtxanlht xtn,ut Mid`.. r<<11,n ayst dr xr "Ii" i t 101y anif Pvet rr IC i('rx uithi ,At4e (t u, ll inj,nv zralPi„IK;ttY kur, zr,e [cif}c n,t rl lttld,m ,s «•aat,;itrs7 EYsa f 410 Iiloro ',( tcA, iFt. f, im, ty <vc c tton n"# tt,1, ut£t of fit;c, •uolvl 1ltias s{4k arils c, (ANSUTPH Quality Criteria, USE-B4 on,3 Fl Buddingl Componeni 69a4 Parka Easf bind. Safety intormat3on ov, * )HlE 4,01 irus;, iIatc; Imtttuf<:+. 2, W Pt I,° Sir . 1 ,trite 312, fn 1. VA 14, T<,nj),I FL 33610 Job Truss Truss Type Dry Ply Te797744 V60024 F T 1'j Roo, Supported Gable I I Job Refer enct-ioAibonalt 1 2 3 4 7.640 -, Ap, Is 2016 %Tek Industries. Inc Wed W, 02 15 57 15 2016 Page I ID YPdNv2JXSet42BWkHvoslYgz4Gn1X-CFKSpnibVMUB(' yC)S006TBpZecsJUISYnis7tjoxt7yNCHY Scale = 1 17 0 5 6 7 9 18 17 16' 15 14 13 12 11 10 104-0 10- 4-0 LOADING ( pst) SPACING- 200 CS1. DEFL. in (to(;) Vdetl lid PLATES GRIP TGLL 400 Plate Grin DOL 1.00 TC 0,09 Ven(LL) rVa ilia 9919 MT20 244/190 TCDL- 10,0 Lumbw DOL I , C!0 B C 0.01 veoTlj Ica n/a 999 B(;Ll- 0,() Rep Stress tnci YES WB C. 03 Hor?(T L= 0 00 10 n/a We BCDL 5- 0 Code FBC2014/f P 12007 (Matrix) Weight 50 rb FT = 20','F, 1 I'%E LUMBER- BRACING - TOP CHORD 2x4 SIP No,2(9ah TOP CHORD StrUOUral wood sheathing diieOiyappfto d or 6-0-0 oc purlms, except BOT GHORD 2x4 SP No.2(flah end verlicals, WEBS 2x4 SP No,3(tlat) BUT CHORD Rigid coiling directly applied or 10-0-0 oc bracing - OTHERS 2x4 SP N(r,3(llah REACTIONS, Ali beatings 10-4-0. b) - Max Grav All reactions 250 lb or less at joint(s) 16. 10, 17,16, 15,14, 13, 12, 11 FORCES. (11)) Max. Gomp,/Max. Ten. - All forces 250 (it)) or less except when shown. NOTES- (7) 1) All plated are 1.5x3 MT20 unless otherwise Indicated, 2) Gable requires continuous bottom chord bearing, 3) TILISS to loc, fully sheathed from or),-, face or securely braced against lateral rnoven-icint (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design Of this miss. 6) Recommend 2X6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-10d (0, 131' X 3") nails. Stiongloacks to be attached to walls at their outer ends or restrained by other means. 7) "This manufactured product is designed as an individuai building component. The suitability and rise of this component for any particular building Is the responsibility Of the building doSigner per ANSI TPI 1 as ieteIenced ny the building code," WARNING - Verity datign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PACE 01-7473,ov, 10;0"016 BEFORE USE, MiTek li" l, ' y'd 1+ 1, in,l "I tark4,es Ind -,ANSVTPIl Quality Criteria, DSB-69 and SCSI Building component 6904 Parke East Blvd Tempi FL 33610 JoU I FUSS TBOO24 FT14 1-4-0 3x4 2 7.640 s Apr 19 2016 MiTek Industries- Inc. Wed Nov 02 15 rI7 16 2016 Page I ID:YrdNv2JXSeH2BWkNvoslYqz4GmX-qRlqO6c 77oJ3aN 1 Gyp NI-nBaJj?K6vG0LYXUPZyN0HX 2 2-18 Scale = 1 21 2 1 sx,3 3x4 3x4 1 5X3 4x6 1 5X3 3 4 5 6 7 3X663X4 -lx4 I Sx, 12-3-8 1239 i5ial-e off LOADING (psn SPACING- 2-00 CSI. DEFL, in ljoc) I/detl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1,00 1 G 093 Ven(LL) -0 20 10-11 -711 360 M-1-20 244/190 TODL 100 Lumber DOL 100 B(; 0,99 Verl(Tt-) -0,30 10-11 >481 240 BCL.L 0.0 Rep Stress Incr YES WE 040 Hoiz(l L) 0,02 8 n/a Tva BGDL 5.0 Code FBC,2014/TP12007 (Matrix) Weight: 69 1b F-T = 20%1`, I I %E LUMBER- BRACING - TOP CHORD 2x4 SP No, I (flat) TOP CHORD Structural wood sheathing directiyappiied or 2-2-0 oc purlins, except BOT (3,11ORD 20 SP No, I (flag and verlicals, WEBS 2x4 SP No,3(flag BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. REACTIONS, (Ib/size) 13-656/0-3-8. 8=656/0-3-8 FORCES. (ib) - Max. Cornp./Max- Ten - All forces 250 (lb) or less except when shown - TOP GH ORD 2-3--905/0,3-4=-125010,4-5=-1128/0,5-6=-1128/0 BOT CHORD 12-13=0/565, 11-12=0/1231, 10-1 1=011128, 9-10--011128, 8-9=0/569 WEBS 6-8=-B22/0, 6-9=0/838, 5-9=-43810,2-13,= 82010,2-12=01520, 3-12=-498/0 NOTES- (a) 1) Unbalanced Iloor live leads have been considered tot this, design, 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 3) Recommend 2X6 sttongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails, StrongbaGkS 10 be attached to walls at their (,Intel ends or restrained by Other means. 4) "This manufactured product is designed as an individual building component. The suitability and use of this component tot any part€c:ular building is the responsibility Of the bUllOng designer pet ANSI 7 PI 1 as referenced by the building code." WARNING - Verity des4griparamelars and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MU-7473 rev. r"312015BEFORE USE h o111 1 , "Aid rof tm,", (,[,Iy will, 1-1, -nly,ijv'n I' if, f .1 11, I Akrnq < "ifil -nenr rv'l o 1,w, ""t-In, 11+w ko,, lhe^ t,Oklilq, mkjsl,,r*v tlx 4 re'rqll I ii 1,0 pi-(x Ily nl A" thl" int" 11", Nil t ilkrno looj I, fl<v it - It" - s I I, t(' 1 (4 $Zn A I rum ""t ,)I t 1/-t , I m, I nt ,ry. N I, lllr-n 11 l"mi Iy zl j [,*Im amid II t; z 'U Iq MiTek c, 11w, lys '" juil, - I for o, ItAlly, A , I I" [,I, v,?nt -1t, with; -i,A[ 4,r; it tI Iury, if" 11,('4 "ity, i'ml, I,), " I 'r I"Fv,f, 31 ;I, tii 1, it 1", 1, lr An';t In,, fobtic, Criteria, DSO-89 and SCSI Building Component 6904 Parke C-I NWI Sat" ity lli,,n, 'r 411voy, *, W n nd I,r 16r,i of And r-msyk,m, -ANSI/TP11 Quality C riformolion o", 01, it q<: I-1 I l Ifum 11, If,, it I i" rl 1 x1, Tulle 3 1'/, rn1JW 3, VA 7*/;I74 nm-pa FL 33610 6T16 ROO, cird", TV797746 0.1-11 1-4-0 1 5X3 14 T 3x4 2 7.640 s Apr IV 2016 1041ek Ind.ones. Inc."V d Nov 02 1S it 1(' ;1016 H'Itle, I lNv2.)XSeH2BWkHvoslYqz4GmX-qFllqQ6c77oJ3aNICyp NLnBcvj21BtGQr-YXUPZyNG SGale = 1 21 2 1 SX3 3x4 3X4 1,5x3 4x6 5X3 3 t6 4 t7 18 5 6 3X6 3x4 3x4 I SX3 4x(, 1238 12-3 IS Prate ()Its LOADING (pst) SPACING- 2-0-0 CSL DEFL, In (Ioc) Vdefl Lid PLATES GRIP TCLL' 40,0 Plate Grip DOL 1 CIO TC 0,83 Verl(ILL) -0,14 10-11 1999 360 %1'1'20 2441190 TGDL 100 Lurnbcr DOL 1 00 SC 080 Vell(N-) -0,20 110-11 '728 240 BCLL 0,0 Plep Stress Ini,"r NO WB 0,53 Horz(T L) 0011 8 Iva nj a E40DL 5,0 Code. FBC20141TI'll.o','07 (Matnx) Vvamht 69 ;1) F, 7 201J-, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No,l(flat) TOP CHORD Sbuclwal wood sheathing directly applied or 6-0 0 oc pudins, except BOT CHORD 2x4 SP No, 1 (flab end verlicais, WEBS 2x4 SP No.3(tial) BOT CHORD Rigid ceiling directly applied or 10-0-0 (x, bracing_ REACTIONS. (Ib/size) 13=837/0-3-8, 8.-,16,49/0-3-8 FORCES. (1b) - Max. Gornp./Max. Ten. All forces 250 (11b) or less except when shown, TOP CHORD 2-3=-1229/0,3- 16=-1900/0, 4-16--1900/0,4-17=-2044(0. 17-1B2044/0, 5-18-----2044/Q,5-r5-2044/0 BOT CHORD 12-13=,0[743, 11-12=0/1695, 10-1 1=0/2044, 9-10-0/2044, 8-9,011487 WEBS 2-13=-107810, 2-12=01757, 3-12-724/0,31 1 1=01446,4-11-443/0, 6-8=-215810, 6-9=0/831, 5-9;-522/0 NOTES- (6) 1) Unbalanced floor live loads have been considered tot this design. 2) 'Semi -rigid pitchbiieaks with fixed heels" Member end fixity model was used In the analysis and design of this trt6s, 3) Recommend 2x6 stiono g1backs, on edge, spaced at 10-0-0 oo and fastened to each truss with 3-10d (0,131" X 3") nails. Sirongbacks to be attached to Wills at their outer ends of restrained by other means. 4) Hanger(s) or other connection device(s) shall be, provided sullictent to support concentrated kiad(s) 308 Ib down at 8-7-12, and 1026 Ib down at 10 5-12 on top chard. The design fselection of Such connection device(s) is the lesponsilhilily of others 5) IN the LOAD CASES) section, loads applied to the face of the truss are rioted as Iron( (F) or back (,13), 6} "This mar= clfactured product Is designec4 as an 111dividuai building eompanent. The suitability and use of this component for any particular building is the responsibility of the, budding deslgnet per ANSI TPI I as referenced by the buildmig code." LOAD CASE(S) Standard I I, Dead + Floor Live (balanced): Lumber lncrease= 1 .00, Plate Increase -, 1,00 Uniform Loads (pit) Volt: 1 7=, 100 Concentrated Loads (lb) Vert: 6=-946( B) 18=-228(B) WARNING Vedity design palainefols and READ NOTES ON TWS AND INCLUDED MTEK RIFFERANCE PAGE M11-7473 rev, 1"312016 BEFORE USE V"AH l" u, "I'ly with IvIll"ki " t"IV l'i, ioqlnl t% t'l' I , 'Ny'rr "n I - I(ah n ::It 'd 1 I, It , it, Ii if At I I a9. f,n 7 , , l"i "1 "'0' n' 'I I hms kr-. IN, t'li0der j, muo voilly q)" )r 4 Ii at 4111Y 4, 1 I,, jrI ,i All I I a '"li, in "; - I, fl'; IN, l-'I"t . cl, , Ith "oqr Iml t'ug rinq dew, In 11, 1- j ieV'v li t xp ( ir, #("+ I,r it im", -1, X " IP " Im, s,i 4 ,t, , nly Nldtli, li il kal ,I - i,a3 y,null It I 'i "ffIq MiTek Al", 1ps I- jo""d V'i tot Aly oi'l I" r , , 41. With I " A ln7uv' 1', 1 j'r-j 11Y 1, 1 , '; 11 1, ff" ': z1' lil, l if,,, 1)d( A("do' rl" ti on, r In r61 I'l (4 Inr ti s It, I hkj,ysrmi-,,,ANSI/TPJI Quailly Criteria, DSR-89 and SCSI Building Component 6904 Foilro, Eao BKd Safety Information ov, 91, A, Ir tirofn lm, (,1 11, 21 it rr tc>r= Sty Ls,tile 5 1,, AJ,,X, '1A!11 1 14 lampl FL 33610 Job T60024 1-4-0 I 3x4 I russ Flow 2 30 — lDiYPdNv2J 0-1 -A 5X3 1 5X3 3 4 T9797747 Job Reteteno I 640 , Apr 19 201c, M,Tek lncrm lnes Inc.Wed No, 02 15 57 17 2016 Page I lYgZ4C.MX-BesODSdrriu5RwGWrOWXVcu jyk6Z1wRP9,,jCH1x0yNGHW Scale= 1 134 S 3x4 — e 3x4 U4 — 10 9 8 3X6 3X6 — 6-2-8 6-28 Pacettsel )-l-, Edge, 9,0-8, s _L_ __ _1,_L_ 8 _ _ J- tqatj- 9 coLOADING ( pst) SPACING- 2-0-0 CSI, DEFL. its floc} vae'fl Lid PLATES GRIP 0, 001 7-8 >999 360 MT20 244/190 TUL40,0 Plate Gnp DOL 1, 00 C 0.12 Verld-L) TCDL 10,0 Lumber DOL 1,00 BG 012 Verl(TL) (),()1 9-1() 999 240 BCLL O'D Rep Stress Incr YES WB 009 Horz(T L) 0,00 1 We rja BCDL 5,01 Code FBC,2014/TF1I2007 (Matrix} Weight, 43 Ib FT 20-.17 . 11 %E LUMBER- BRACING - TOP (>- IORD 2x4 SP lao.2(flal) TOP CHORD Sintctural wood sheathing dmecVy applied or 6-0-0 oc puffins, except Bol- CHORD 2x4 SP slo,2(flat) slid verticals, WEBS 2x4 SP No-3(flat) BOT (,,HORD Rigid cethriq directly applied or 10-0-0 oc bracing - REACTIONS. ( Ib/size) 10=328/MechantGal, 7=328/MeGhanical FORCES. ( lb) Max. Corrip-Max. Ton. - All forces 250 (1b) or less except when shown - TOP GHORD 2-3--327(0,3-4,-327/0,4-5=-32710 BOT CHORD 8-9=0/327 WEBS 2-10w-356/0, 5-7= 356/0 NOTES- ( 5) 1) Unbalanced flow live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) " Serni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of This truss, 4) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 1 Od (10. 131 " X 3") nails Stiongbelcks to be attached to walls at their outer ends or restrained by other means. 5) " This manufactured product is designed as an individual budding component. The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI I as reforenced by the building code.` A k WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MtTFK REFERANCE PAGE Ulf-7473 re, I"3,2015BEFORE USE O-Aor, " AVI o;,l)(turns lailek, , Itul-l—till, Ayj Nkt 'AOT,Iivl,cuol 1,111fho 11"T o N,low mu,tv,,My A Ally, 4, i,v thl" 11,1(, IMI, t" MiTek t, olwoyr, wriiwd for Olhilify,lo, I l" t,wv,,A Witt, I —Al') [x!Iv'nol injuTy,ul,j I'l"t-fly , r tm XJ, I"I'l ...... 1h"I" Awlq,,, d, litcsry ero,llon,ind A trill solvl u!,akNS11711 Quality CdterIo.D5B-89and BC$l Building Component 6904 Parkes East Bh,,l Safety Informotion vvoilol+, tv,m rrm0+ u,, histihile, "'18 M, VA223i4 Tampa Fi- 3WO r:1 17 Floor It' 797748 r,, FasiSorcce Tanipa Plant Cdy Ronda 33566 0-1-8 4 0_ 22 YT 1 5,r3 1,5X3 4A3 1 2 7 640 s Apr It, 2016 M,Tek find"Ine, Inc Wed doll 02 Is 57 17 2016 Page I iD YPdNv2,]XSeH26WkNvoslygz4Gn)X-8e$CDSdn)u5RwC.WcOWXVcu joj6QUwLK9aCH1x6yNCHW 1 SX3 4 5 6 7 1 50 8 9 3X6 4X6 1 5X3 3x8 MT20H5 FP = 3x 6 Aix 6 3X6 19 1-14 12-3 4-----1---11------ I - ------ LOADING (psi) SPACING- 200 CS1. DEFL. Voe(i rid PLATES GRIP TCLI- 40,0 Plate Gnp DOL 1,00 TC 0.76 Verl(l-[) 0,23 16-17 >999 360 MT20 244/190 TCDL. 10X3 Lurnber DOL 1.00 BC 0,80 vetl(7t-) 0 36 16-17 >637 240 MT 2(,'lHS 187/143 BGLL ok Rep Stress inci YES WE3 0,48 Hotz(l L) 0.06 12 rVa n/a B(;DL 5.0 Code FBG2014i7 P12007 (Matrix) Weight, 109 lb F7 - 20'%F, I 1'%E LUMBER- BRACING - TOP CHORD 20 SP No, 1 (flat) 71OP Cl iORD Structural wood sheathing directly applied or 5-9-9 or; puilins, C..,x-,,1ep1 BOT CHORD 2x4 SP No,2(flap *Except' end ve'llicals, 15-21: 2x4 SP M 31 (flat) 601 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - WEBS 2x4 SP No,3(tlat) REACTIONS. (Ibisize) 12=1046/Me(.tianical,21=1040/0-7-4 FORCES, (lb) - Max. Gornp.ifyilax, Teri. - All forces 250 (b) or less except when shown. TOP CHORD 2-3= 1595/0, 3-4z--2618/0, 4-5=-3095/0, 5-6=-3095/0, 6-7=-31 54/0, 7-8=-2654/0, 8-9=-2654/0, 9-1 0=- 1 59NO BOT CHORD 20-21 =0/941, 19-20,-0/2214, 18-19=0/3095, 17-1 8=0/3095, 16-17=013231, 15-16=0/301 1 14-15=0/3011, 13-14=012217, 12-13=0/941 WEBS 2-21=- 136710,2-20=0/1000, 3-20=-947/013-19=0/636,4-19=-805/0,4-18-391290, 10-12=-1369( 0,10-13=01997,9 13=-954/0, 9-14=0/652,7-14= 532/0,7 16=0/269, 6-16=-257148, 6-17=-524/224,5-17=-138/259 NOTES- (8) 1) Unbalanced floor live loads have been considered for Ifils, design, 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are, 30 MT20 unless otherwise indicated, 4) Refer to gader(s) for tlUSS to tiUSS G0I1n0Gtr0n& 5) "Sarni -rigid pitchbteaks with fixed heeds' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2* 6 s1rongbaoks, on edge, spaced at 10-0-0 oc and fastened to ea(,h truss with 3-10d (0A31" X 3") nars, Sttongbacks to be attached Io Walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) "This manufactuted product is designed as an individual building component. Tile sultability and rise of this component for any particular building is 1he responsibility of the building designer per ANSI TP! 1 as referenced by the building; code.,, A)k WARNING, Verity design parameliefs and READ NOTES ON THIS AND INCLUDED mITEK REFERANCE PAGE M11-7473 rev. 100OX2015 BEFORE USE. r hit"" sYslonl I 'rioOr"i lo*,),x)( 'mi't "'lity the. l; jqr, AqMy "I Nly iw ,1;,+ )r, lllo,nq in ri- flrld 1, 1- 1 to,,iil hu,Idtn r "t [11. livr. ri, 4 Irm, (J, 1,J/,r , t-r, I -j,jy MiTek' I I,I% I It4lity o,, 1 pl pi( li'l ""Ill't""mhe rtlwrtij, 'q 14,trcolton' sl, lowl, 101,,(,Y, "', 11, , l,, It 't If,3 4111, *,,yJotTv,-(,ANSUTP0 Quality Criteria, DS8,89 and SCSI Sell Component 6, 04 Parke E MO Billd Safety Information 4 Tampa. FL job TrusI T60024 FT18 Bu Ilde-I 'TrIlFsom -Ice--T a ffva -F, 0-1-8 1-4-0 1,5.6 22 o 4x6 2 Root 180 1-0 4 1 5X3 5 6 aty Ply IQ797749 7 640 1 Apr 19 2016 M,Tok industries Inc Wed No,t 02 15 67 18 2016 Prqs IC):YPcINv2jXSel_i2BWkHv(.)s,Ygz4GniX-c,qQV)RodOtIl,inpgAa4EOrQCGyCWkffoO,Jpsob*TSyNCFi' 1 5X3 7 8 9 0-118 scale = 1 4X6 1 5x3 10 11 3X6 -- 4x6 - 1 5X3 3X8 NAT201+i4 FP -- 3X6 - 4x6 - 35x6 - 23 I a-( - 12 7 8 Ed . LOADING (pst) SPACING- 20-0 CST. DEFL. In (loc", ildetl Ltd PLATES GRIP TOLL 40.0 Plate Grip DOL 1,00 1 CI 0,7R Veil(Ll-) 0,25 15-17 ,915 360 MI 20 24 4/190 I CDL I Q 0 Lumber DOL 1,00 BC 0,80 Verl(TL) 040 15-17 >584 240 M T 2 0 1 -1 `5 1871143 BCLL 0,0 Rob Stress Inc[ YES WEI OA9 Hozzj(-) 007 12 Wa rVa BCDL 5.0 Gode FBG2014/TP12007 Matnx) Weqhl: 109 lb F7 = 20%F, 11 `,bF LUMBER- BRACING - TOP CHORD 2x4 SP No,! (flat) TOP CHORD SIVUCIW,FIi WOOdSh('athlng directly applied or 5-6-0 oc, Purkils, except BOT CHORD 2x4 SP Nct,l(flal) 'Except' coal vedicafs, 16 21: 2x4 SP M 31 (flat) BOI CHORD Rigid (;Ialmg directly applied or 10 0-0 oc bracing, WEBS 2x4 SP No.3(flah REACTIONS, (lb/size) 12=1056/0-38,21=1056/0-7-4 FORCES. (lb) - Max. Gornp,/Max, Ten. - All tomes, 250 (ib) or less except when shown. TOP CHORD 2-3--1624/0, 3-4=-2675/0,4-5.--3178/0, 5-6=-3176/0, 6-7=-3242/0, 7-8=-2710/0, B-9--271010, 9-10= 1622/0 BOT CHORD 20-21 =0/957, 19-20-0/' 2255, 18-19-0/31 78, 17-180/3178, 16-17=0/3334, 15-16=0/3334, 14 15=0i'3084,13-14=Ot2259.12-13=0/955 WEBS 2-21=--1390/0,2-20=0/1020,3-20z-966/0,3-19-01658, 4-19--844/0,4-18=- 34/309, 10 9-14=0/672, 7-14=-556/0,7-15=0/272Z 6- 15--253116,6-17=-484/220 NOTES- ( 6) 1) Unbalanced floor live loads have been considered for this design, 2) Ali plates are MT20 Plat", UnIeSS otherwise IndiGated, 3) All plates are 3X4 MT20 unless otherwise indicated. 4) " Semi rigid pitchbieaks with fixed heals" Member end fixity model was used in the analysisand design of This ttuss, 5) Recommend 2x6 strongbacks, on edge, spaced at 10 0-0 oc and fastened to each Ituss With 3 Iod (0,131" X 3") nalls, Stiongbacks to be attached to walls at 11herrouter ends or restrained by other Means, 6) "This manufactured Product is designed as an individual building component. The suitability and rise of this compon(dit for any Particular building is the responsibility of the building designer per ANSI TPI 1 as rettizenced by file building code-" WARNING - Verity design paraltraterS and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11, 7473 fav, 10/03l201S BEFORE USE 1 v Ilk$ rl vjly willh mil,+nrt- ll,K, 1, 1, see "i "Idy U; I "I I "t), wn. , 'I", 11, tr , R) in, lu. 111 +4 In <j I In j f '(111 11 I ll, Is, 'Y'1" I, " r, lor" I N', th" IatuN itn t Ro,;iwl imist Ityth" it, I pi -I -fly 4,q -r, It" It no, J,-Ato 011, 1 1110 w=sttaN t-ly-niy A, 1, lilt, an, it 1,^m; + try, x, I I I+ v it 1,i Work' I, It'll- IIIo, 1, p,;2,1 1(,,, jolivol Y, (,I, ,fiat, on, it ", 101,E "I tit 1. , "'n" i It(m, valerns, Kx 1ANSIJTPI I Quality Criteria, DSB-89 end SCSI Building Component 6904 Pa,ki, East Brivol Safety Informotian Ovrllot+, hire, 1111t, III, A" N, I-, Slw'q, '"nto I I7, Aiexond,k., \,'Ai? 314 Tampa U 33610 24 l,5x3 1 5X3 - 4x6 1 2 trussUSS a russ, type FT 19 IFloor I 5x3 4 5 6 City Ply Job Reference 02- 7.640 s Apr 19 2016 Wei, Industne,, Inc.Wed Nov 02 15 57 19 MG Page I IL):YPciNv2,JXS(,H2(3WkHvoSlYgZ4GMX-40 ze8eOQjiePiqiri(tyX4zPp73w3eODQs2W1,n8()(lyNcHU Scale = 1 34.8 7 el 3X6 4x6 10 11 12 3x6 - 4x6 -- 1 SX3 3X8 vr 20HS FP -- 3,X6 --- 5X(l 1 5X3 19-3 4 LOADING (psf) SPACING- 2-00 CSL DEFL, In locl Udell L/d PLATES GRIP TGLL 40.0 Plate Grp D0l_ 1 00 I-C 0,77 Veil(LL) 0,23 18-19 >990 360 MT20 244/190 TGDL 100 Lumber DOL 1.00 R(,,' 082 Votl(TL) -0,36 16-19 >631 240 MT20HS 187/143 BOLL 0,0 Rep Stress Inc,'r YES WB 0,63 Horz(TL) 0,02 12 n/a t1la BGDL 5,0 Code FBC20141T P 12007 Weight: 112 Ib FT --- 20'%F, 11 %F LUMBEPP BRACtNG- JOPCHORD 2x4 SP Na-2(flat) TOP CHORD Siructural wood sheathing directly applied or 5 7 10 oc purins, except 1-12: 20 SP No,l(flat) end vG(licals BOT CHORD 2x4 SP No,2(flat) 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc, bracing. 17-23: 2x4 SP M 31 (flat) WEBS 20 SP No,3(flat) REACTIONS, Ilu/size) 12-105010-3-8,23=104310-7-4 FORCES. (lb) - Max, (,,omp,/Max. Ten, - All forces 250 (1b) or less except when Shown. TOP CHORD 2-3=-1601/0, 3 4=-263010,4-5=-3111/01, 5-6=-311 1/0, 6-7=-3176/0, 7-8=-271 1/0, 8-9.-2195/0, 9- 10=-928iO, 10-11 =-87210, 11-12-928/0 BOT CHORD 22-23=0/944, 21-22=012223, 20-21=013111, 19 20=0/3111, 18-19=0/3254, 17-1 8=0/3031, 16- 17m0/3031, 15-16=0/2711, 14-15=0/1678 WEBS 12-14-011322,2-23=-137210,2 22-011004, 3-22= 95110, 321=01640,4-21- 811/0. 4-20=- 38/292, 9-14 111710, 9 15=01790, 8-15=-76910, 8-16=0/358, 7-16=476/0, 7,18= 0/271, 6- 1 8=-25(3/48z 6-19-537/219, 5- 19=-1 35/267 NOTES- (8) 1) Unbalanced flow Irve loads have been considered lot this design. 2) All plates are MT20 plates otherwise indicated 3) All plates are 3X4 MT20 UFl1eSS Othe[WlSe itIdIrWOd, 4) "Semi - rigid pr[Ghbpaaks with fixed heels" Member end fixity model was used in the analysis and design Of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ocand fastened to each truss with 3-10d(0,131" X 3") nads. Strongbacks to be attached to wrills at their outer ends or restrained by other means, 6) Gap between inside of top chord bearing and first diagonal Or verlical web shall not exceed 0.500in. 71 CAUTION, Do hot elect tuis,,, backwards. 8) "This manufactured pioduot is designcid as an individual building component. The suitability and Use Of this coruponent lot any particular building is the responsibility of the building designer Net ANSI TPI I as referenced by the building code," Ail WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01-7473,ev. 1010312015 BEFORE USE. i'M1, 1l,ii t"'lli - 'I'll, ill, I I -ml, aterltxx rl') totlicolion, Oolorjo. do;%vly. (9oction oil') ino "I tfkvwon. I lvr vkmns, ,-ANSUTPIl Quality Criteria, DSB-89 and BCSI Building Component Safety information o, illoH,> fit-il, litres PI jte IFsttiute, 1W H 16904 Parke East Sind. Tari,pa FL Job True IT60024 IFT20 s FirstSnurca, lar'ryla- 0-1-E2 i-4-0 1.5x`i I. 1.5x3 1 2 Floor 1 1 Jab Reference anal 7.640 s APr ig 2016 MtTeK Industries- I IC):YPdNv2JXSeH2BW kHvosiYgz4GtiiX-YCYLsUfeAOgU3.. I E i97g7751 I Nov 02 15.5 7.20 2016 Page 1 J W dLKiKO W7iAbGAVhYKyNCf Scale = 1 22.5 6 7 3x6 -: 1 5x3 1-`x3 3x6.:. 1,3-s-4 Plate u;as ?L LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc.) tJdetl L.Id PLATES GRIP TCLL 40,0 Plate Gob DOL 100 TC: 0,65 Vtal(LQ -0,14 1t-12 >999 360 M1`20 244/190 TCDL 10-0 Lumber DOL 1,00 €aC; 0,84 Vert(TL) -0,20 11-12 >785 240 BOLL 0.0 Rep Stress Incr YES W B 0,28 HC)rz(:L) 0,02 8 nki nla BCDt_ 5-0 Code 1`13C2014FTF112007 (Mat€ix} Weight: 75 ib FT = 20%F, 1192E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(flat) TOP CHORE) Snuctural wood sheathing directly applied Oa E-0-0 oc PL10ins, except BOT CHORD 2x4 SP N0.1(flat) end verticals. WEBS 2x4 SP No-3(tlat) ROT CHORD Rigid cei€9ng directly applied nr 10-0 0 oa bracing, REACTIONS, (iblsize) 14-71014-7-4, €3=71610-3-8 FORCES, (Ib) - Max. Comp,/Max_ Teri. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1001/0, 3-4,-144610, 4-5=-1442/0, 5-6=-99610 60T CHORD 13-14=0J620, 12-13-,-0(1362, 11-12=011442, 10-11=011442, 9-10.-011442, B-9v01614 WEBS 2-14>=-90010, 2- 13=01582, 3-13=-55210, 6-8.--89410, 6-9-01583, 5-9=-665(0, 5-10=-8(25t3 NOTES- (6) 1) Unbalanced floor live loads Have been considered for this design. 2) All plates are 3X4 Mi 20 unless otherwise indicated- 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used it) the analysis and design of this truss. 4) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3 1 Od (0-131" X X) nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 0} "T is manufactured prnduc Is desi,ned as an indiu;duai building component The suitability and use of Ihis component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by she building code-" WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7474 rev. 1010"016 BEFORE USE l)—iol,voliSt r e Cady with Mji'*' flxat rs this, i<'4,jn isfwstc <f nlY gat—ilIrurn,eters 5t di. m,11,Ir IF, m14.9 k i rl t aM Irtul ,'mr n nk tail r h(na ayskir iklofeur lre^irt# l.lout're")nnHill dc,Uy the Ir 141 Ailit3-t$—ignlr)c.Eni rk•ts to<. I r 4' q;+rrlr Hr q irt: Hit, feucln tnl th'r w[aFl " htkihi Itlo tudo I'o"l Oh} in.ii< *hltsE,l'<cl°•a rt txrc kink F,t[I•'fl4ilt+ it tt,r~•.„-A' It,lhx"h' Sm«nrtn rs -illy, A. I, lita"t,,tl ferntv,raiy xti.II mtsmord tvxlnq Mi cAwh lysui.Hl-i ttrr sfitttlly"In' fl ti ,till it gns Witt f.sssitq" l~<t—l 1111,1(ay trr t I" rt v)I ty kii-h lr 1('1j'r„=r )l,n n';r in, ,r ier;ar lit ,I rlt" ri n, oticm, srvr<jo' h.tir, vy or- h(1, 0m<I Iv t, in'r of for r s mA hum y k m,,-s^ANSIfTPn Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Feist 61vd Safety Information owrl, tide trcrcn Ir— Pule it sllh ttc:, "M P! 1-" 31 / /+< X t'u z ti>2.3t 4. Tar,4,,x. FL 33610 TRID024 F T21 Flxt, Gilder Plant CIry. Florid,, 3A%6 1_40 1 3x4 9 Qty Ply 79797752 Job Refeteno 7 CAC, s Apr I q 2016 MO ek I rirlki5lnes loc. weer Nov 02 15 W 20 201 C Page I IDYPdNv2, JXSO12BWkHvoslYgz4GniX-YGYLs(JtoA0ql)3 Kz6f2JWdl,ltiKW17kOL,(,AVhYKyNCHT 3.4 — 0-11-0 2 3x4 4 3x4 Scale = 1 s. 9 3X6 3X6 LOADING ( test) SPACING- 2-0-0 CSL T(A_L 40,0 Plate Gaip DOL 1,00 TC 0,83 TGDL 10,0 LufnbeF DOL 1,00 BC 0 34 BGLL O'D Rep Stress Inct NO WB 0,33 BCDL 5'0 trade FBC2014/TP!2007 matrix) LUMBER - FOP CHORD 2X4 SP M 31 (flat) BOT CHORD 2x4 SP No,2(tlat) WEBS 2x4 SP No.3(flal) REACTIONS, (lbisize) s3= 981/!Vlechanioal, 5-136910-3-8 FORCES. (lb) - Max, Comp./Max. Ten. - All Forces 250 (lb) or less except when shown. TOP CHORD 45.- 484/0,2-3-1033/0 BOT CHORD 7, 6011033,6-7 0/1033, 5-6011033 WEBS 2-8= 1355/0, 3-5=-1355/0 4 4-0 44-0 ------- DEFL, in Ioc) l/deti L/d PLATES GRIP Ve(I(LL) 0,01 7 r999 360 M-1 20 244/190 Verl(TI-) 0,02 7 > 999 240 Weight 29 Ib FT = 2C F, I I E BRACING - TOP CHORD Structural wood sheathing citnaoflv applied w 4-4-0 oc, PrIfIns, exGopt end vertirals BOTCHORD Rigi(I coiling directly applied or 110-0 0 oc, bracing, NOTES- (5) 1) Unbalanced floor live loads have been c,,onsidered!w this design, 2) Refer to girder(s) for truss to truss conneotions. 3) "Semi-nijrd pitchbreaks with fixed heels" Membet end fixity model was used in The analysis And design of this ta,Ss 4) Recommend 2X6 stiongbacks, on edge, spaced at 10-0-0 OC and fastened to each truss with 3-Sod (10 131 " X 3") nails, SlrongbaGkS TO be attached to walls at their outer ends or festTwned by other rnaan,' 5) "This manuta0vied product is designed as an Individual building coinponiint, The suitability and Use of this camp orent For any particular building is The responsibility of the building desic,nor per ANSI TPi 1 as teterew;ed by The building Gode." LOAD CASE(S) Standard 1) Dead + Fk)oi Live ( balanced) Lumber Hate Increase-1 00 Uniform Loads (pit) Veil: 5- 8=-10, 1- 4-100 Concentrated Loads (ib) Vert: 2=- 950 10= 950 WARNINr , - Verdi, design paramerins and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473rev 10103,2016 BEFORE USE, III, I t't 'Ao, " I'ly willn Nri lek, , <,ns ,, 11 Aa- 1, a it, Is t - 1, " i , ,,h , it -t I I, 11,. III , lrV' ht , , ,, I I, I, )r - 4) in, livi, lt I, 't I AA, III i,r I, '( , ; 1, " 0, 1 10 Nil' rtim aaoie th,^ r xAr, kit t l, i wr0 V"'Iry 11t," )I I AI, A 411ty, I r It 9 1- w, I 't, I any A1, , tr t, )1, 1 N , I, I,' , 111, , , , , kn AvI[IlI11,11v 11w,ly", I- jujr,"j Vn ' t tti, 'Hitry'll" Ho '41, 4 ( wilt, I,lxt "A'i" t,[%, "t, II I" ), t'01, Ilv I It w MiTek 10(v,ay "w lion lnd I Ilor ('I titma it, I Im", (-ANSI/TP0 Quality Criteria, DSB-89 and SCSI WIding Component 6904 Flatke East BtVd Safety Information cIvoq. it Ii tl<'Ii I Irm I 'I It,. InNIttite, 21 Ia Pi I s,,jto Alox,iod*), VA,7:i 14 Tampa. Fl- 33610 T60024 I'T22 adders Fi,sl,omce, Tampa PI 0_1 -8 4-0 1 5X3 1 5X3 I 15 7 64 0 , Apt I P 2016 We k Indu sl r wl, Inc. Woad v 02 1 ll 5 7 21 2016 Page I ID YPdNv2,}XSeH2BWkHvoslYgz4(3ti)X-1 P6j3qgGxKyLg8v9lNiY2quirkqXsDt)i!VqFF4nyNCHS 1 5X3 3 4 Scale = 1 21 9 7 a 3X6 3,6 12-1 I-S 1211-5 LOADING ( psh SPACING- 2-0-0 cSI, DEFL, m (ioc) 1/deft ud PLATES GRIP LI_ 40,0 Plate Grip DOTG 037 L 100Verl(LI-) -0.07 10, 11 7999 360 MT20 2441190 100 L- Urnber DOL 1,00 BC 0,47 Verl(TL) -0,09 10-11 , 919 9 140 BCLL 0. 0 Rep Stress Inct YES WB 0.26 Horz(l L) 0,02 9 n/a rVa BGDL 5. 0 Code FBC2014,'T P12007 (matrix) Weight- 74 lb F T -- 20°,,F, 1 1%E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(11at) TOP CHORD StrUOUTat wood sheathmg directly applied of 6-0-0 oc pu;Ims, except BOT CHORD 2x4 SP No.2glah end veilicals. WEBS 2x4 SP No,3(tlal) BOTCHORD Rigid oefling directly applied or 10-0-0 oc, bracing. REACTIONS, (Iblsize) 14=69210-7 4,9=69810-3-8 FORCES, (if)) - tax. Comp./Max. Ten. - All forces 250 (10) or less except when shown. TOPCHORD 2- 3=-963/0,3-4=-1420/0,4-5=-1420/0,5-6=-142010,6-7=-963/0 BOTCHORD 13-14=, 0/612, 12-13=0(1 286, -11112=0/1 420, 10-11 =0/1 266, 9-10-0/613 WEBS 2-14=-889/ 0, 2-13=0/536, 3-13=-494/0, 3-12=- 3/36 7, 7 7 1 0=0/536, 6.1 0=-49410, b- 11 =, 3/367 NOTES- (6) 1) Unbalanced floor live loads have been considered tot this design. 2) A3 plates are 3x4 MT20 unless otherwise indrGated. 3) "Se"ll-"gid p1tGhbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 4) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 or and tasterred to each truss with 3-1 Od (0, 131 " X 3") halls, Sliongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect miss backwards. 6) "This manufartuted product is designed is an individual building component- The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNWO - Verity design P. 1arlietm and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE FAG,- U11,7473 rev. tOV312015 REFORE USE, 0111,'*!W.,i, I i-Fu- ''!try will) fAllekr,; o1('fs J aV- r"Mtil l, I, l", 1,lily tij -n [' 1VIVJ1 411 1 il too 91 Itt' fi ll 9P 11 t 1191 fih! -'lllr I 'Tx" 0 ll< IK l,'4qil 1,11, IS fqyolaj lro 11" t, f*,V, nt I ill, *4 iuol rltm -t , and/,l , h-, '41 I ty MiTek 1, 411", •l y in- It(io on I hl, " It 1,) I it It, I tit 1i, systemA1,151/71 I Quality Criteria, M-81I and SCSI Building Component (i904 Parke East Blvd Safety Intotmation /18N Tampa Fi, 33610 re FamrS;owce Tarnria Mot 011-8 1-4-0 1 5X3 1,50 4X6 1 2 Truss Type Oty Roo, IDiYPdNv2JXS 2x4 4X6 I '5X3 3x4 3 4 26 5 6 TP797754 I Job Re -fet e nlf-e_Copjrana 640 An, 19 2016 MiTexk Indusines Inc Wed Nov 02 11, 5722 2016 Pacal I kHvoslygz4Gn1X-Vbf6( i9guie4CllUMJ45r1L)2Rgt75(it)bFukU ocDyNCHR 0-11- 8 scale 356 1 5X3 3x4 = 1 5X3 3X4 3x6 FP := 30 = 4x6 = 1 SO 7 8 9 10 11 12 13 3x8 MT20HS, FP 3X6 3114 4 x6 3X6 3x4 -- 3x4 - CX Y1, j`Q 1-8 O-G t LOADING (psf) SPACING- 2-0-0 CSL DEFL. It. c) I/defl Ud PLATES GRIP TGLL 40, 0 Plate Grip DOL 1 (10 1 C 0 67 Verl(Lll) -033 18-20 7401 360 MI 20 244/IX) TGDL 100 1-Urriber DOI. 1 00 BG 0,82 Verl(TQ -051 18-20 >474 240 MT20HIS 1871143 BULL 0. 0 Rep Stress Incr YES W B 0,56 HatzjL) 0,08 14 Ilia Iva BCDL 5, 0 Code FRC2014/TP12007 (Matrix) Weight: 115 lb FT = 20%F, 1 ME LUMBER- BRACING - TOP C110RD 2x4 SP M 31 (flat) 'Except* FOP CHORD Sliuctural wood sheathing dIrectry applied of 6 0-0 oc pudins, except 10-13: 2x4 SP No,2(flat) end vertIcars. BOrCHORD 2x4 SP M 31 (Ilat) 'Except* BOUT CHORD Rigid ceiling directly applied or 10-0-0 oG btarinq. 14-19: 2x4 SP No, 1 (11al) WEBS 2x4 SP No,3glat) REACTIONS. (lb/ size) 23=1 11010-7-4, 14=1 11010-7-4 FORCES. (lb) - Max. Comp./Max, Ten, - All force-, 250 (1b) or less except when shown. TOP CHORD 2-3=-16B9/0, 3-4=-3136M, 4-26=-313,q/0, 5-26=-3138/0, 5-6= 313810, 67r 3647/0, 7-8- 3529/0, 8 9=-3529/0, e-10=-2865/0, 10,1 1=-2865/0, 11-12=-172110 BOT CHORD 22-23-0/1 004, 21-22=0/2409, 20-21 ,013138, 19-20=0/3499, 18-19=0/3499, 17 18=0/3685, 16-17= 0/3289,15-16=012415, 14-15=0/1003 WEBS 2- 23=-1459/0,2-22 0/1047, 3-22-1102/0, 3 21=0/1177,4-21m599/0, 12-14=1457/0, 12-15= 0/1099, 11-15=-1060/0,11-16=0/688, 9-16=-648/0, 9-17=0/358, 6,18=-72/320, 6-20=- 979/0, 5-20=0a31 8 NOTES- (5) 1) Unbalanced floor live leads have been considered for this design, 2) All plates are. tuff 20 plates Unless olhowse Indicated, 3) "Somi- rqrd pitchloteaks with fixed heels" Mernber end fixttynif)G!E'! Oats Used in the analysis and desq) of this tiuss, 4) ReGOrnmend 2X6 strongbacks, on edge, spaced at 10-0-0 C)(-, and fastened to each miss with 3- 1 Od (0, 131 " X 3") nails, Strongbacks to be attached to Walls at their outer ends or restrained by other means. 5) °This larlutacttlrt f product is designed as an lnditndrsal boil ling component- The suilabilityand use rif this component for any particular building is the responsibility of the building designer per ANSI TFII 1 as referenced by the building code." IVARNWOVerity design parameters rind READ NOTES ON THIS AND INCLUDED MITEKIREFERANCE PAGE Mit-7473 rev. 1010"0158IFFOREUSE A, 9, w III, I I"i flw "I Ity %,In i Mi 1, Ik V ('fit I, " 1, 4 1111, eR ,Iii I I" t = R,- I Nyit < , I I , ft'n ,I e 1, q, M I, s41. n " I I, i, 'i , Tr ) 1, it A It 1. 11 ( I jifAt x I , , I f Ir - 'i " j r it IN,% Yh IF 11, i i" , it f, r ['k At flit II, I, ,A,ir nIit -nti( IN - ILIA- it 4firy -f k -4 ril 1, 9 4,1 ,A,Il; , If 1, 1 1 A "I ,I t I l'-f It,, 1; lr- io,'41)1 i it it" 111, 111 I', llo,4i, " I I it I'A' ,it, 4 " I, 'Ill t 1+Irn I, f it if I, A rv m 't It',, 1/, '1 ti [I[, l I III, 'l, Ilry & IIf k-, 11 h lf, I If i, , 11 l, 1 r - 1) '1 ""'t I 'f u f, nf, It III c, it, stAillily on'i k, ; w""Jif ""It q "( v lnf l, sAt 4,I ,I i, t,ol rr'll, is y , )(,I I r vt -iv - I'm I uI 'I"; l, 'I . Ii q, it, I, If v w,j< wlk,li live I, " " , I , e; K, v. , I,, ti hon ; I l, I t v , 1, iota oI n, taa,s,tnt111 t J,5 iYsl,,], I,. c(ANSJ/Tlel I Quality Criteria, DS9, 89 and SCSI Building Component Safety information < lv, ill, All, Ir 1,; If II Ws 49 11e rnol It 11, 211, M I cea ", I I , ,, I ',retie t 17/M, , X I,' /; 2:131') M11, Mek 6904 Parke Ew,'l Blvd Tiropa FL 3e610 I B0024 12 TRISS 'Truss Type Oty Ply T9707 755 1`124 rloo, I Job Reference ce- —Ta"-p—a --Pla-nt —City. Florida -v-356G 7 640 s Apr 19 2016 MiTek Industries Inc Wed Nov 02 15 57 22 2016 Rage 1 1G3:Yf'dNv2JXSel,-12BWkHvo,,IYgz4Gn)X-Vt3f5H9quie4C[ILtM,345nh2RfVV72qbegukU ocDyN(,HR 0-1-8 4 Scale = 1 16 9 1,5x,3 3x4 3x4 I 5x3 3x4 1 2 3 4 "1 M, - LOADING (psf) SPACING- 2-0-0 CS1. OEFL, In Ioc) 1/doll Lid PLATES GRIP TOLL 400 Plate Grip DOL 1,00 TG 0Ile Ved(LL) 0,10 9 10 >999 360 MT20 2441190 TCDL 10D LUMblot DOL 1,00 BC 0,96 Vetljl-) 0,12 910 876 240 BCLI- 0,0 Rep Stress inct NO WB 0,34 I-iorz(TL) 0,02 7 n/ir nja BCDL 5'0 Code FBC2014/TPl2007 Matrix) Weight: 49 1b FT = 20%F, 1 !%E LUMBER- BRACING - I OP Cr iORD 2x4 SP No,2(flab TOP CHORD Stwclural wood sheathing diiecfly applied or 6-0-0 or; purlins. except BOT CHORD 2x4 SP Nc),2(flah end velllcaK WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 0-0 oc, bracing, REACTIONS. ( lb/size) 11 =73410-8 0. 7=744/Mechanical FORCES. ( lb) - Max. Gonip./Max, Ten. - All forces 250 (lb) or less except when Shown, TOPCHORD 2-3=-1111/0, 3-4=-1301/0.4-5=-1301/0 BOT CHORD 10-1 1=0/829, 9- 10-0/1301, 8-9=011301, 7-8-0/776 WEBS 2- 11----107310, 2-10--013811 3-10=-307/0, 5-7= 100WO, 5-8-0/717, 4-8=-337/0 NOTES- (6) 1) Unbalanced boot live loads have been considered for this design, 2) Defer to girder(s) for truss to truss connections, 3)"Semi- rigid prchbteaks with forcid heels" Member end fixity model was used in the analysis and design of this, truss. 4) Recommend 2x6 vitiongbacks, on edge, spaced at 10-0-0 oc and fastened to earth truss with 3- l0d {0131" X 3") nails, Strongbacks to be rgta(,, hK1 to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards, 6) "This manufactuied product is designed as an individual building component. The suitability and use of this comporient for any particular bUildlnq is the responsibility of the building designer per ANSI TPI I as referenced by the building code." LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): -Urobor lncrease=1,00, Plate IncreaseI1 00 Unitomi Loads ( plt) Veil: 7- 11 =- 10, 1 6=- 160 WARNING- Verity design pariurrelem and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGE M11-7473 rev. W10312015 BEFORE USE, vofl'l r"s ill "niv Witt) mjr,*vvw;r1'x, rhl-k,oljn Kt -rye I-oly f 1, f-1 q, lr),1i4 I(i il killr1i,"; l rrl, "o4lq,l RJ'ilea r"" Ilya linO -l*q P. )II b liHilty ig"I n,fly q, ''ll"; )1" it'l, lh,al, xilNil' bras 4*_jl', , lr W it-i% I- totMin,)-t;, rivi-i 14 lim s "let-inrl 4, lv+1 inomi,ois ,nry A,l fiti-11ti r niq,+)FY 1,1 Miek t pit rysi stir fotlA IV,rm,rc, IA ip,io()I ' I' l0j H'Ifti'i It,' trio, <kcIiwly, (*., 1j"o to I t,r- Inr; ot tlkmv-Ind 1-a41NSUTPI1 Quality Criteria, D58-t4 and SCSI Budding Component 6904 Pirko East Blvd Safety Information liv,011 4(l lrcFfi Nls I$11(? It"f(tut", 21il H kll, VA l23 il 1.,,pa FL 33610 Job Truss Truss Type City Ply T9797756 T60024 FT25 Roo, Job Refetenc @mn 11 7 640 s Apr 19 2016 MiTek (ndusitte, In Wed Nov 02 IF, 57 13 2016 Page I ID:YPdNv2JXSeH2BWkHvoslYgz4C,tTiX-znDOUVIiWTxC3wR3YsocQ7FzqGX03K5v2yBkM9fyNCl-iQ 12 3"6 - 3x4 3x4 1,50 3x4 3x4 2 3 4 5 90-0 9_0_0 3X( Scale= 1: 16 9 LOADING (psf) SPACING- 2-0 0 CSL DEFL, In (10c) Vdofl Ltd PLATES GRIP TGLL 40.0 Plate Grip DOL 1,00 Tc 0,76 Verl(LI-) -0,10 9-10 999 360 M-1-20 24411 qO 7 , GUL 10,0 LumberFOOL 1,00 BC 096 Verl(TL) -0,12 >876 240 BOLL 0.0 Rep Stress finer NO WB 0,14 Hotz(l L) 0,02 7 n/a ryi BCDL 5, 0 Code 1`E3C20141TIP12007 Weighs: 49 lb FT = 20%F, I ME LUMBER- BRACING - TOP, CHORD 2x4 SP No,2(flal) TOP CHORD Sbactutal wood sheathing dtfc,,01y applied of 6-0-0 CA, PUrIltis, except BOT CHOIR[) 2x4 SP No,2(flat) end verticals, WEBS 2x4 SP No.3(fiat) B07 (_>10RD Rigid ceiling directly apfphe,,d or 10-0-0 oc bracing. REACTIONS. (Ib/ size) 11=734/0-8-0,7=744/MochariicaI FORCES, (lb) - Max. C omp-IMax. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-1111/0, 3-4= 1301/0,4-5=-1301(0 BOT CHORD 10- 11 =0/629, 9-1 0=011 301, 8-9=0/1 301, 7-8=0/776 WEBS 22 11 =- 1073/0, 2-1 0=01381, 3-10=-307/0, 5- 7=1008/0, 5-8=0/71 7, 4-8=- 33 710 NOTES- (6) 1) Unbalanced floor live loads have been considered tot [his design. 2) Refer to girder($) tot truss to tuiss, connections. 3) "Semi- rigid pilchbreaks with fixed heels" Member end fixity model was used In ltre analysis and design of this truss, 4) Recommend 2X6 sttongbacks, on edge, spaced at 10-0-0 oc and fastened to "Itch truss with 3-1 Did (0, 131 " X 3") Flails, Strongbacks to be attached to walls at their outer ends or restrained by other means'' 5) CAUTION, Do riot elect truss backwards, 6) "This manufactured product is designed as an Individual buil(finq component. The suitability and use of this Component for any Part (Aital hi,llfdldj Is the I`espQnsjbjIjTV of the building designer per ANSI TPI 1 as referenced by the building code LOAD CASE(S) Standard 1) Dead + Floor Live ( balancwbi Lunit:er lnctease=l .00, Plate lnciease- 1,00 Uniform Loads, (pit) Ven: 7-11 =- 10, 1-6=- 160 A)k WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED UtTEK REFERANCE PAGE MY,7473 rev. ICV0312015 BEFORE USE, it", ol,ly Witt, Mfek Iho-, , ,III I KK Itnq - lei, p', liv A' Rio ils, it, I H, I, t FF,,kIhq , f it e lir"(t It P A in, liar t l "t >I, , i)iy A lAri, 1 " 11 1, '1 F, I,"' t'y It -M l mi, IF I I I 'i P il q Mffek' 6904 Patke FaO Blvd I ihlk'olioh, Quolity Criteria. D58-a9 and SCSI BuildingComponenl Safety Information ov, Ir- 11, 111,11,Ilik N, I -, sit, ,tvte'r I?, ffl r,VA ,',,M/1, Itiapa FL 33610 Job truss -Truss Type Oty Ply T9797757 TB0024 F126 Floor Snpr:orrsd Gable Job Referenc al 3-3-56-6 7 640 s, Apk 19 2016 M,Tek Industries Inc Wed Nw 02 15 57 23 2016 Paci , I ID:YP(tNv2JXSeH2BWkHvo,lYgz4GmX-znDUUVI)WTxC3wV43YsocO7Fzz,,Xd KAS2y8kM9fyNGHQ scale = 1 16 9 4 5 6 7 17 16 15 14 13 12 11 10 9 3X4 so-() 9-00 LOADING (pst) SPACING- 2-0-0 CS1, DEFL, in (to(,,) Udell 1-id PLATES GRIP TOLL 40,1) Plate Grip DOL 1,00 T C 0- 14 Verl(LI-) TA/a n/a 999 MT20 244/190 TGDL 10,0 Lumber DOL I (,I() B(; 0.03 vetl(TL) i'da rVa 999 BUL 0,0 Rep Stress inct NO W B 005 Hoiz(TI-) 0, (K) 9 nia (Va BGDL 5.0 Code FBC20I4[TPt2007 (Matrix} Weight: 41 Ito FT _-. 20'%F, 11 %E LUMBER- BRACING- FOPCHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6,0-0 or puffins, except BOT (> i0RD 2x4 SP No,2(flab end veirticals WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid Getting directly applied of 10-0-0 oc bracing OTHERS 20 SP No.3(flal) REACTIONS. All hearings 9-0-0, lb) - MaxGrav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. ( lb) - Max. Comp,/Max, Ten, - All farces 250 (lb) or less except when shown. NOTES- ( 8) 1) All plat", are 1 .5x3 MT20 unless otherwise indicated. 2) Gable requites Continuous bottom chord bearing. 3) Truss to be IuJIV sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) " Semi -rigid pitchbreakis with fixed heels" Member end fixity model was used in the analysis and design of fts truss, 6) Recommend 2x6 stronUbacks, 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 kinds or restrained by other means, 7) CAUTION, Do not erect truss backwards, 8) " This manufactured product is designed as an individual building component. The suitabiirly and use, of this component for any paOicular buildidg is the responsibility of the building designer per ANSI I PI 1 as referenced by the building c(,d e." LOAD CASE(S) Standard 1) Dead + Floor Dve (balanced): Li.mibev Increase- 1,00, Plate Increase-1 .00 Uniform Leads (pit) Vert: 9-16=-10, 1-6=-160 AA, WARNING - V.641 design P.1amentirs end REAR NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE M11-7473nik.. 10AW016 &EFORE USE Ald t"t rkw only With on- V'r'. r" t - to I only Ott — I, I, W M-len, a" wl" ,An I is i-I k' in, Ir"'kiii it t 'Adin"! , „rift ":;I Y' lom, jr-on'to u-, tlur titlil Algy 1'aolw' mil'l 'orrly In— it J'it' tHily 4, -11Y q,, , ';J,, it,, 11 't" .1"'on I, 'I' , "I') """'toll M11, 40, tho Uv* , r" I" J'n' ""I't "k iijJMi'l j Im"v-t-31dj-1' + I in,,mt i, -Ny Ar illv,i, )I -fxy R)rx im, kY'kr l Mi 3s kill IV,I,jutn' I tosIotMN.k,I tI q ol'' I, I it f"t jl"Wa)' Tek' tf" t, jtlt 1 111,111, 0'1i1') o. 4lkv"" Iy' ow, 11"Int I fa 1, lido "t lnrws oi, I Quality Criteria, DSB,89 and BCSI Building Component 6904 Pwke Eao Blvd Satsty Information ov<* 114e In,if, Iru 1 Mile In Nhdea, I,S N Iera Strr < k Sinie 3 t Alox,i,,dno. VA Tarqn I'l, 33610 TB0024 H5A Truss Type, Diagonal Hip G,(de, T97C775ri 1-5-0 2X4 33566 3-8-10 ID:YPdNv2,J ME Scale = 116.9 0-0- LOADING (pst) SPACING- 2-00 Cst. DEFL. in 10ci I!defl ijd PLATES GRIP TU-1- 20'o Plate Grip DOL 1,25 TC 056 V er! (L) 0.07 2-4 999 240 MI-20 2441 f 90 T GD L l 00 Lumber DOL 1.25 BC 0,39 Ved(TQ 0,17 2-4 468 180 BUIL 0,0 Rep Stress incl NO WB 0,00 Horz(TL) 0, M, 3 n/a tva BGDL 10,0 Code FRO,20141TPI2007 Malrix", Weight: 24 In F, = 20',-, LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP NO,2 REACTIONS. (11hisize) 3=130/Mechar)iotl,2=245/0-8-2,4-58/MechaniciI Max Holz 2= 1 370-G, 4) Max Uplrft3=-107(LG 8), 2--136(LC 4) Max Gtav3--152(LG 19). 2-259(LC 19),4=103(LG 3) FORCES, (11b) - Max, Comp./Max. Teri, - All forces 250 (1b) or less except when shown, BRACING - TOP CHORD SIRIOU1,11 wood sheathing directly apPled or 6-0-0 01' P(JiIns BOT CHORD Rigid ceiling directly applied or 10-0.0 no bracing, NOTES- (9) l)Wind: AS('E TCDI-4,2psf, BGDL=6.0psf; h=2NI; Cal 11 ExpB Encl,,GCpjn018; MWFRS (envelope) gable end zone, Lumber DOLL 1,60 plate grip DO(,-1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonouncurrent with any other live loads 3) * 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, 4) Refer to girder(s) for truss to Truss Connections 5) provide mechanical connection (by othe'fs) of luiss to hearing plate capable of withstanding 107 lb Uplift at joint 3 and 136 Ib riplifT at joint 2. 6) "Semi -rigid pltchbreaks, with fixed hcels" Member end fixity, njodel was used in the analysis and design of this Ituss, 7) Hanger(s) or other connection device(s) shall be Provided sufficient to support L.oncenitaled IDad(s) 69 lb down and 94 Ib tip at 1-4-15, 77 lb down and 81 Ib Lip at 1-4-15, and *74 Ib down and 65 Ib up at 4-2-15. and 72 lb (town and 50 Ib tip at 4-2-15 on lop chord, and 36 lb tip at 1-4-15, and 9 lb down and 13 lb tip at 4-2-15, and 7 ih down and 18 Ib up at 4-2 15 on bottom chord. The clesign,,stilectron of such connection device(s) is the responsibility of otneis, 6) In the LOAD CASE(S) section, leads applied to the jai-,e of the truss are noted as ffrinf, (F) ()r back (B), 9) "This Manl,,IaCtUf d PlOdUCt l, designed as an individual building component, The suitability and use of this component for any PatliCUIaT building is the lesporliabitily of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE($) Standard I) Dead + Root LIVe, (balanced) -Urnber ncrease=1,25, PlateIncrease—1 25 Uniform Leads (plf) Veit: 1-3=-60, 2-4-20 Concentrated Loads (lb) Vert: 5=1 12(F=31, B=81) 6: 62(F=27, 13=34) 7m1 9(F) 8= 7(F=2, 13-5) WARNWO - Verity darignparnmalers and READ NOTES ON THIS AND (NOI UDEO MITEK REFERANCE PAGE 01,7473 rev 1"312015&EFORE USE, 1)"oqn "" ilio ("I uw 'I'ly with mik+ -ol'i ", 1, f, 11,1, :k'nio K t Is'-A ''N' of n I it. lin`+'1-11' 11'I i" r,'i , A. itIM, 1, 111 14' fino tur E r E rf I; nr' k, iIt lolii[—Oly it'd I k vtta<zWelk' oANSI/71 I Quotity Criteria, DSB-89 and RCS! Building Component 004 Parke Fact Blvd. Safety Informohon o\, Al- it,11, tiont line, Pr)t, 11n010, 'Ijtl ri iaexondfii. VA,,' " M TampnFL 31610 T80024 '.. FiSB Diagonal Hip Girder T9797759 Florida 2.4566 M 1-1-2 5-5-6 Apr 19 2416 MiTek Indtrt Uiss. Ina Wed Nov 02 1 islYgz4Gm X-uxbilZm H3nyDeM W f t)2} QN W 2x4 5-5-( S 5 6 LOADING (par) SPACING- 2-0-0 CSL DEFL. In hoc) Ildeti Ud TOLL 20,0 Plate Grip DOL 1,25 T("1 0,30 eipl-_! 0_00 2-4 999 240 TCDi 10.0 Lumber DOL 1,25 BC (. 07 Ved(TL) 0.02 2-4 9v0 180 BGLI- 0-O Rep Stress Incr NO WB 0,00 Horz{Tt-) 0 00 3 n`a nla BCDL 10.0 Code FBC;20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 B OT CHORD 2x4 SP Nc.2 REACTIONS. (Ibtsize) 3=351tv9echaniGal, 2=14310-6-4, 4=22ltvischanical Max Herz 2=128(LCE 8) Max UpIIf13=-63(LC 8), 2=-61(LG 4) Max Grav3=38(I-G 15), 2=143(LG 1), 4=44(1_(,- 3) FORCES. (Ib) - Max. Comp,/Max. Teri. - All farces 250 (lb) or less except when shown- Scale = 1:1 7.2 PLATES GRIP MT20 244/19CI Weight: 19 Ib FT r 21% BRACING - TOP CHORD Structural wood sheathing direct y applied or 5-5-6 oc purfins- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- (9) 1) Wind: ASCE 7-10, Vult=139mph (3-second grist) Vasd--108mph, TCDL=>4.2psf, B(-,DL=6.0psf; h=25ft; Cat, 11; Exp B, End_ GGpf 0 18, MW FRS (envelope) gable end zone, Lumber DUO 1.60 plate grip 2) This trUSS has been designed for a 10,0 psf bottom chord live load noncon(urrent 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 tectanyle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord aind any other members_ 4) Refer to gitder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 63 Ib uplift at joint 3 and 61 In uplift at joint 2. 6) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and saes€gn of this t uss- 7) Hanger(s) or other connection deviGe(s) shall be provided sufficient to support cenc.enfrated load(s) 111 lb (town and 115 in rip at 2-5-3, and 119 lb down and 114 ib tip at 2-10-15 on top chord, and 60lb up at 2-5-3, and 63 In op at 2-10-15 on bottorc chord. The designlseiectictl of soon connection devices) is the responsibility of others- 8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as trout (F) or back (E). 9) "This manufactured product is designed as an individual building componeriL The suitability and rise of this component tot any particular building is the responsibility of the building designer per ANSI TPi t as referenced by the building code-" LOAD CASE(S) Standard 1) Dead - Root Live (balanced): Lumber increase=1.25, Plate Increase=1-25 Unifalm Loads (pit) Vert: 1 i=. 60, 2 4=-20 Concentrated Load, (lb) Vert: 5=115(B) 6=114(F) 7,30(13) 8=32(F) mm. WARNWO Verify design pararnetem and READ NOTES ON TWS AND fNCLUDED MITEK REFERANCE FACIE Mtt,7473 rev. 1010312015 BEFORE USE. Ii<ai{an,r.. itlit"ium","NY r'Aftirvrl<lk,,rhire.1•Imdwh':Srsl<gnI,I.1siz,f aiivut+:nl nviii:,lrl uh nc8,.f r, fv1:'nit, I l#ctllA rinq,,:yil nnl,t'r i Iiw'sysk^m titlh7w rim , flka halal #I>q i .u<.iii y i"usl v"Ilty llie rl-y 4e it dlily >f #< M;p, ixartit tsds'Y!nI iv=,t ?dy it q i it a thr, 7 uan inl phi •arutll 99°}* , tvxl, flnti,l,=sirg[r f'acu.€i lei ilu9,-<g!«dfa tniac..c.Fittvn:klii g.+t i a Sh, Icfu il htik:,vsaE, aivft,rr:h,il ne+ertEx E3•tift-R<. fiti i,zt,<a tr4r,evy and t4 rnr]Pie373E hr s yx7 M!i Flu.=. tYi; i< f dr f (::rt sl atdiiiv ati I 1 i to ,rcnt fi H ,<? Wilt) r ,y`,U 3,: t r is r.A 41 ," xi<,F t.K gx>Eh 7: rri1 h1' i^r %I• r"I it ;guidoiv , ri ,:}c7r PlriiI that f itntc ctlk ,, Inicrt"tt.. do kpnay, c-a< 11" ;I'd i i sa.ti rct uI na1 ti,rs,yskvm,, t=c ANSI/1PI t Quality Criteria, DSS-89 and BCSI Building Component 004 Parke East BMd. Safety information ov, Al,ttd¢troutIRV% M i k, h,litur,,, 21i,M I-,Sli 4, Date 312Alox rndui Vt1223ia. Tama.FL3+6iQ I MISS H7A Diagonal Hip Girder TI)797760 10 7 640 s Apr 19 2016 M,Tek Industries. Inc.Wed Nov 02 15 57 30 2016 Page I K1YPdNv21XSet12BWkHvos1Yc ,jz4(.',rnX-G887vvnvq544(.' W5Ljn1T)EfwkZI137MtZTFU4a)wDvivNCHJ 4-9-7 Scale = t 21 1 212 12 - - ------- 3x4 3 12 2X4 5-0-10 51& 10 LOADING (pst) SPACING- 2-0-0 CSL DEFL, TCLL 20,0 Male fillip DOL 1.25 T C 0,53 VeO(I-L) TGDL 10.0 Lumber DOL. 1,25 BG 0,58 verl(71") BCLL 0,0 Rep Stress Incr NO WE 0,42 Horz(I L) BCDL 10,0 Code FBG2014/1 Pi2007 Matrix) LUMBER - FOP CHORD 2x4 SP N(,),2 EDT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (Jb/size) 4=152/Mechqnicai,2=,402/0-10-15,5=265/M&(,tiani(,aI Max Herz 2-88(1-G 22) Max Uplift4=-99(1_G 4), 2=- 149([-G 4), 5=,-42(LG 9) Max Grav4= 152(LC 1), 2=402(LG 1), 5=267(t-(3 3) 13 3X4 aacl in 10c) Vdefl Uri PLATES GRIP 0,05 6-7 999 240 M-1 20 244/190 0,14 6-7 833 180 002 5 n/a Iva Weight- 39 Itt FT = 20% BRACING - TOP CHORD StrUCIWal Wood Stleathing dire fly applied or 5-11 3 0C P"dIrls BOT CHORD Rigid ceiling directly applied ot 10-0-0 ou bracing. FORCES, (lb) - Max. Cornp,/Max, Ten. - All forces 250 fib) or less except when shown, TOPCHORD 2-8=-941/290,8-9---902/'293,3-9=-9101275 BOT CHORD 2-11=-302/901,11-12=-302/901,7-12=-3021901,7-13--302/901,6-13=-302/901 WEBS 3-6=-927/311 NOTES- ( 9) 1) Wind: ASCF 7-101 Vult=139mph (3-second gust) Vasd=108mphl TGDL4.2psf, BCDL=6,0psf, h=25ft, Cat, ll; Exp B; Enci_ GCpj=0,181 MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loa(s. 3) ' This truss ha,S been designed for a live load of 20,Opst on the bortorn chord in all areas where a totdangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Rater to girder(s) for truss to truss conne0ions 5) Ptovide mechanical connection (by others) of hL,iss to hearing plate capable of withstanding 99 11) uplift at joint 4, 149 lb uplift at Joint 2 and 42 lb uplift at joint 5, 6) "Semi - rigid pitchbreaks with fixed heels" Member end fixity alodel was used in the analysis and design of this bUSS. 7) Hangei( s) or other connection deldco(5) Shall be PtOWdod SLMNAOW r0 Support concentrated load(s) 68 lb down and 94 lb Lip at 1-4 15, 68 Ib down and 94 In Lip at 1-4-1 5, 63 lb down and 55 lb Lip at 4-2-15, 63 lb down and 55 Ila Lip at 4-2- 15, and 76 lb down and 97 lb tip at 7 0-14, and 76 lb down and 97 lb Lip at 7-0-14 on top chord, and 38 lb Lip ,it 1-4 15, 38 10 tip at 1-4-15, 9 lb down and 13 lb tip at 4-2- 15, 9 lb down and 13 Ib up at 4 2 15, and 36 lb (town and 1 p Lip at 7-0-14, and 36 lb down and I In Lip at 7 0 14 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as fi(_qlt (F) or back (6), 9) 'This manufactured product is designed as an individual building component. The suitability and use of This component for any PadicUlai building is the responsibility of the building designer per ANSI TPI I as referenced by The building code," LOAD CASES) Standard 1) Dead + Root Live (balanced): Lumber InGrease= 1,25, Plate .25 Uniform Loads ( pit) Veil: 1- 4,-60,2-5-_- 20 Concentrated Loads ( lb) Vert 13= 31) 9=54(F=27, B27) 10=-83(F-42, B--42) I I=38(F,-_ 193 B-1 9) 12=4(F=2, 13=2) 13= 36(F= 18, B=-18) WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Affil-7473 rev. f010312015 BEFORE USE, I V,Alt,$ 1s !mo only will, Mil riir I-f's, lhkr,^a{lrl K 11w'l '10 11(-1) 1-,[, indi,+luol t AAIjlnhl n,I -n"O, r"I 14i' it4TY 4,4ho RiY,In 1% tMrays l, " ii At, (j 1e' f sl'll AMY, 31 ,,1 1t 1,giV,tnl, r,Ik,irse "'dII i I f t-l i<4 i1qui Y, in, I jwq - ry kin 1, x,4o 1, lt,0- , ltr'n, %t""loo, fie twly w,ll, a r .nx£ t4t)01,o "I In rack and S,eANSJ/TPII Quollty Criteria, DSB-89 and BCSJ Building Component Safety Information ov ilrllqe Aoilt lfot,011,11, Instillit", 218 N MiTek 6904 Parke East Stud. fampa Ff, Truss Type aty Ply T9797761 Diagonal Hip Girder 2 1 cimpa 7.640 s Apr 19 2016 Wok Industries. Inc W ed Nov 02 15 57 30 2016 Page I IL):YPdNv2JXSE,,H2BWk,HvoslYgz4C,rTiX-G867)fvnvq544(3W5unfnEfwkni9sMOBTL.z4ajwDvfyN(,HJ 150 1-2-2 21,4 1-2-2 LOADING (pst) SPACING- 2-0-0 CSL DEFL, it, loc) l/dell Ltd PLATES GRIP TGLL 200 Plate Grip DOL 1,25 TC 0,16 Vrid(LI-) -0,01 4 >999 240 MI 20 244/190 TGDL 10,0 Lumber DOL 1 25 BC 0,05 VoW(TI-) -0,01 4 >999 180 BCI-L 00 Rep Stress [nor NO W6 0 00 1orz(TL) -000 3 Iva n/a BGDL 10,0 Gode FBG2014i-T Pr2007 Matrix; Weight: 6 In FT = 201b LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purfins, 130T (>-ORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (In/size) 2=193/0-&-0, 3=-16/Mechanoal Max Florz 2=4 7(LC 8) Max UpIift2=-140(LG 8), 3=-16(LG 1) Max Grav 2= 1 93(LG 1), 3=39(113 8) FORCES, (lb) - Max, Gornp,/Max. Teri. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VUlt=1391TIP11 (3-second gust) Vasd-108tnph ' TGDT,----4,2psf ' BCDL=6.Opsf ' h=25ft ' Cat, ll; Exp B, Eric[_ GCpr:-O- 181 MWFRS (envelope) gable end zone and G-C Exteircrr(2) zoneIC-C for members and forces & MWFRS for reactions shown, Lumber DOL= 1.60 plate grip D0L=1 .60 2) Truss designed -for wirtt! loads in the plane of into truss only, For Studs exposed to wind (normal to the face), see Standard industry Cable End Details as, applicable, or consult qualified building designer as per ANSI/TPI 1 3) Gable studs spaced at 2-0-0 no, 4) This truss has fusee designed for a 10,0 psi bottom chord live load nonconaitrent with any other live loads, 5) ' I his 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 tit between the bottom chord and any other members, 6) Refer to gli'den(S) for truss to Imss connections. 7) Provide mecharlical conne(,lon (by others) of huss, to beating plate capable of withstanding 1,40 In uplift al joint 2 and 16 in uplift at joint 3. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this trUSS, 9) "This ManUlactuved product is designed as in individual building component. The suitability and use of this component for any particular but1ding is the responsibility of the building designer per ANSI TPI I as referenced by the building code.,` WARNWO - verify design parameters and REAP NOTES ON THIS ANO INCL, UIDED MITEK REFERANCE PARE fill-7473 rev. tOlOW015 BEFORE USE, I hkja, 4Ysfi in K!Iow rr,,% lh,= t Iw0 %, my III —it 0""A'04ty r 4, jllqi7,, txrrcrmr t pis on, f ; '1' '1 >(iy in " if -,, 1,: 1111, gent , Ily-Iti Mi It1 il,iklyo(,I,Aoj" %ngri Fl=ti-ri,Ifthj Tek' th, I, I I,, vv nl "t III, I lmc- %y toms. - oANSI/TPII Quality Criteria, M-84 and SCSI Building Component 6904 Parke East Blvd Safety information 11%,WrtA,11on, 1r,mflrne 11000", :11RN Job Truss -Ti uss Type Oty r-ry 1r?797762 M0024 IHJ3 Diagonal Hip Girder 2 mm LOADING (pst) TOLL 200 TCDi, 10,0 ROLL 00 BCDL 10,0 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 20 SP No,2 I 1-1 2 3-2-1 2x4 = 3..2.1 sApr il?2016M,701rid,ismes Inc.Wed Nov 021 lYgZ4C, tiiX-kK1V9EnYbP(:,'Xtgg4KTitjS)(JK5rT) Scale. 1"- I SPACING- 2-00 CS1, DEFT". in 10c) I/detl Ud PLATES GRIP Plate Grip IDOL 1,25 TG 0,13 Veil(LL) -0.00 2-4 >999 240 M-T 20 244/190 Lurhlbei DOL 1.25 RC, 0,10 Verl(-i L) -0,01 2-4 >999 180 Rep Stress Incr NO WB 0,00 Ho,z(-TL') -0.00 3 n/a n/a Gode FBG2014/TPi2007 Matrix) Weight: 12 ib FT -z 20'% BRACING - TOP GH()RD SIFucluial wood sheathing dl;ecry applied or 3-2-1 oc PUFIMS. ROT CHORD Rigid ceiling directly applied or 10-0-0 ol, bracing, REACTIONS. ( lbisizo) 3=-48/MoGhanical, 2=215/0-6 4, 4m 3/Mechanwal Max Herz 2=82(t-G , 8) Max Upfift3=-67(LG 6), 2=-68(LC 8), 4=- 13(1-G 6) Max Grav 3=63(LG 23), 2--215(LC 1), 4--8(t-C 19) FORCES. ( 1b) - Max, Comp,/Max, I en, - All forces 250 (lb) or less except when shown, NOTES- ( 9) I) Wind: ASGF7-10;Vtlit=139mpti(3-sec()riddust) Vasd=108mpt-I'TCDL,=4,2psfI BGDLr6.0pstl h--25ft;Cat lt; ExpB1 Encl-GGpi,--0,16; MWFR8 (envelop(,) gable end zone; Lumber DOL=1.60 plategrip DOL=1,60 2) This truss has been designed for a 10,0 pst bottom chord five load nonconcurient with any other live loads, 3) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where, a rectangle 3-6-0 fall by 2-0-0 wide will fit between the hottom chord and any other mernbets, 4) Refer to girder(s) for truss to truss, connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 in ulgift at joint 3, 68 lb uplift at joint 2 and 13 In uplift at joint 4, 6) "Semi - rigid prichbreaks with fixed hits" Member end fixity model was, used in the analysis and design of this truss 7) Hanger( s) or other connection devicG(s) shall be provided sufficient to SUPpilq COnContraled 119 Ib down and 114 in up at 3-1 5 on top chord, and 63 lb (if) at 3-1-5 on bottom chold. The of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of tile truss are noted as front (F) or back (B), 9) "This ManUtaCtUredproduct is designed asan individual buildingcomponent. The suitability and use of lhiscomponent for any particular building is the responsibility of the buirding designer per ANSI TPI I as referenced by the building code-" LOAD CASES) Standard 1) Dead + Root Live ( balanced): Lumber Increase=1,25, Plate Inciease-1,25 Uniform Loads (pit) Vert: 1-3=-60, 2-4-20 Concentrated Loads (1b) Vert: 3=1 14( B) 4:z,32(13) Aj, WARNWC, - Veflydasign parameram and READ NOTES ON THIS AND iNCLUVED MtTEK REFERANCE PAGE MY-7473rev . 1""075 BEFORE USE. k,Moo v<Or t ru ,laly Witt, Mll,*! rc,;' thi% Sotety Informotion 1\1, ti- I f I It,', Pk 11,e IN,1001 W if MiT 6904 Parke 1-,,$ IBhd Tampa F1 .33610 Job Tni T60024 11,115 truss type Dmqonai Hp (),(de, T97977133 nFc—nY—Flmmfa—lsw 7.640 s Apr 19 2016 MiTek industries- Inc. Wed Nov 02 1 IF) YPdNv2,IXI,;eH2RWkHvoslYaz4GmX-kKiV9EI)YDPDXICI(14KTlu$xJFlrt, 1-5-0 8 10 1-5-0 3-8-10 2x4 scales 1 16 9 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Ltd PLATES GRIP I GILL 20,0 Plate Grip DOL 1,25 TC 0.50 Verl(LL) -0,06 2-4 >999 240 MT20 244/190 TC,DL 10'o Lumber DOL 1,25 BC 0,39 Verl(71-) -016 2-4 -500 180 BCLL 0,0 Rep Stress InGr NO VV, 5 000 H(,,rz(-i',-) -0,00 3 nia Iva BCDL 10,0 Code FB(32014/TPI2007 matrix) Weight: 24 lb F7 = 20% LUMBER- BRACING - TOR CHORD 2x4 SF1 No 2 TOP CHORD Structural wood sheathing di;iotly applied or 6-0-0,,)c punins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bractng, REACTIONS. (Ib/size) 3=138/Mechanical, 2=275/0-8-214,=62/MeGhanlGal Max Holz 2= 137(1 C 4) Max Uplrt3=-109(LG 8), 2-108(LC 4) Max Grav3=144(1-C 19), 2=275(LC 1), 4=104(LC 3) FORCES. (lb) - Max, Gornp./Max, Ton. All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult--139rnph (3-second gust) Vascl,,108triph: TCU=4.2pst; BGDL=6.0psfi ti=25rCat, 11, Fxp B, Encl., GCpi=0,181 MWFRS ( envelope) gable end zone; Lumber DOLl1 60 plate gnp D01-1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonGoncurrent with any other live leads, 3) * This truss has been designed for a live load of 20.0psf on the bottom chord m ak areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other meii-ribers. 4) Refer to girder(s) for truss to truss connections 5) provide mechanical connection (by others) of truss to hearing plate c;aIaibIo of withstanding 109 lb UPIM at joint 3 and 108 It) uplift at joint 2. 6) " Semi -rigid pichbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Hanger(s) or other connection device(s) shall be provided SiUttiGent to SUpPOTI concentrated load(s) 69 lb down and 94 Itj up at 1-4-15, 69 lb down and 94 Ib up at 1-4-15, and 74 rb down and (35 Ih up at 4-2-15, and 74 in down and 65 If) up at 4-2-15 on top chord, and 38 in up at 1-4-15, 38 In tip at 1-4-15, and 9 In down and 13 Ib tip at 4-2 15, and 9 In down and 13 lb tip it 4-2 15 on bottom Chord. The, designiselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) " This rhanUfaCtUted Pf(AUCt is designed as an individual building component. The suitability and use, of INS component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase- 1 .25, Plate lncfeasel 25 Uniform Loads (pit) Vert: 1-3=60,2-4=-20 Concentrated Loads (lb) Vail: 5=63('F=31 , B=31) 13-54(1`=271 B=27) 7=38(F=19, B=19) 6=4(F=2, B-2) A) k, WARNIVO, Verity de4trInisalamerent mid READ NOTES ON THIS AND INCLUDED M?TEK REFFRANCE PAGE MW7473 rev. 1OV312016 BEFORE USE tali 1,f itw onry Will, Mlk* aurcx 1 t. ilg,,A,mqt is 1"I- I r'ly'ilx,, J'al 111,11,q, s1-wl " , tl,J I, f, a A' rnlivl' litit kllkhrxJ < <"I'l r>r nt V'l I im's ' nkm' k,row uw' tiv, A'*Jt"m must veIlty rh' i; fit, <A tilty "I I, m , axe p" q—ly it '. 'Alx w if, x this it A- Ih'...arcali 9, Il'i v, lfr'l ' st-1, 1, AM m Y, "'o, G. ii, J 1w),ir 7 or it, i's— (it 1d lit i„ e,y%r,t i is. -(,AN$IJTPl I Quality Criteria, DSO-89 and SCSI Building Component 191' MiTek parker Fast Blvd Tenips, PL 33614 truss ythe Y Ve 7q7 764 HJ7 ')"agonal Hip Girder 7 640 , Ant 19 21016 M,7(,k Industries. Inc Wed No,t 02 15 57 32 2016 Page I ID:YP(INv2JXSc,H2BWkFivo,,,IYgz4C,?nX-CWGtN,,ioAMiKoVqFNu(,zG7?9rO79,irxB M1IPKzeyNCHI-i T-5-6-- 5-1.9 4-8-7 Scale = 1 22 3 LOADING (psl) SPACING- 2-0-0 CS1, DEFL, in Ioc) I/dell Ud PLATES GRIP TCLL 20,0 Plate Gait, DO!_ 1,25 TC 0,49 Verl(Llj -0,04 6-7 >999 240 M-T2o 244/190 TCDL 10,0 Lumber DOL 1 25 BC 0 4,9 venfflj -0 10 6-7 '999 180 BCLL 0,0 Rep St;e,,,s Incf NO WB C, 2 9 Holz(1-L) ("'01 5 n1a V a BCDL 10,0 Code FBC2O14/TPt2()07 Matrix) Weight- 42 lb F T - 201, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SIFUGIUIal wood sheathing directly applied or 6-0-0 oc ptalms, BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0.0 (,(,, bracing - WEBS 2x4 SP No-3 REACTIONS. (lb/SIZO) 4--,147/Mechanical, 2=405/0-8-2, 5=277/lvlechaniGal Max HoFz2=181 (I-C 22) Max UpIfft4=-1 15(LC, 4), 2=-1 55(L-C, 4), 8) FORCES. (1b) - Max Comp./Max, Ten. All forces 250 (lb) or less except when shown, TOP CHORD 2-8----628/24118-9--5671249, 3-9=-576/208 BOI CHORD 2-11--278/562, 11-12=-278/562, 7-12=-278/562, 7-13-278/562, 6-13= -2781562 W FBS 3-7,-0/259, 3-6=6 101302 NOTES- ( 9) 1) Wind: ASCE 7-10, Vult=139rnph (3-second gust) Vasd 106rnphl TCDL=4.2psf; BCDL,6,Qpsf1 h=2511; Cat, III Exp B. Encl- GCpt=O 16, MWFRS ( envelope) gabie end zone, Lurnbei DOL=1.60 plate, grip DOL-,--1,60 2) This truss has been designed for a 10.0 pat bottom Chord live load nonContairrent with any other live loads. 3) * This truss has been designed for a live load of 20.0pst on the bottom chord in aliateas where rectangle 3-6-0 !all by 2 0 0 wide, will III between the bottom Chord arid any other Meo)bmS, 4) Refer to goder(S) for truss to truss GoonOGtIOuS 5) Provide methanical conritation (by others} Or truss to bearing plate capable of withstanding 115 11) uplift at loint 4, 155 lb uplift at joint 2 and B4 lb uplift at joint 5, 6) " Semr rigid pitGhbieaks with fixed heels" Mon-Lbot end fixity model was used in the analysis and design of this ttuss. 7) Hanger(s) at other connect on devit;e(s) shot[ be, Provided sufficient to support concentrated ioad(s) 69 in (.'own and 94 Ib tip at 1-4-15, 69 lb down and 94 Ib tip at 1-4-15, 74 lb down and 65 Ib tip at 4-2-15, 74 lb down and 65 It, Lip at 4-2-15, and 99 Ib down and 119 lb Lip at 7- 0,14, and 99 It, down and 119 Ib Lip at 7-0-14 on top chord, and 38 ib kip at 1-4-15, 38 10 Lip al 1-4-15, 9 It) down arid 13 Ila up at 4-2- 15, 9 lb down and 13 lb up at 4-2- 15, and 37 It, down and 0 it) up at 7-0-14, and 37 lb down and 0 lb Lip at 7-0-14 Oil bottom choW. The design/selection Of such connection device(s) is the responsibility of others, 8) In the LOAD GASE(S) section, loads applied to the taco 01 the t[LASS are noted as front (F) or back (B), 9) "This manufactuted product is deisigned as art individual building Component. The suitability and use of this Component for any particular ouliding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code_" LOAD CASE(S) Standard 1) Dead 4, Root Live (balanced): Lurribet lnL;reasG-.,I.25, Plate lncfeasoi=125 Uniform Load,-, (pit) Vert: 1 4-- 60, 2 5=-20 Concentrated Loads (IbI Vert: B=31) 9=54g`=27, B=27) 10=92(1`.=-46, B=-46) 1 13=19) 12-4(1`=2, B-2) 13=-37E19, B=-19) WARNING - Verity design jeamnislent and READ NOTES ON THfSANO INCLUVEDM[TEK REFERANCE. PAGE MY-7473 rev. 1010.312015BEFORE USE. I)t^q'rn V'* I "Nv Witt, L011"k, lig, t ","I vOv ill "il I - ii, txaA Simi. Ioo jn MiTek 1, 11'.1- dt' ll, sr',ird't dollwwy, ow, 1"i" tt, I t'l, Icing t on I Liu", e-ANSJ/TPI I Quality Criteria, DSO.89 and BCSI Building Component 6004 Parke East Blvd. Safety Information - lvliotle fi-M ll, It,' ln,rt,it, , 216 N [,:o Mwof it /qoxor, Li i VA [""Ta FL 39610 T9797W, TB0024 101 Hp Garre, Job Reference )P 'I I157640 Apt 19 2016 M I Tok Industries. Inc West Nov 021 1,7 3' 3 201 G Page, p, Plat', n y Florida 33503 ID:YPdNv2,)XSE,H2BWkHvoslYgz4(-'riiX-gjqG,,iwi)o7QSe7 qTSunMXN10g0ZZugImwGh9TIv 2-1 -1 5 11 _2 7-4,15 10-4-15 1340 14-4,0 1-0-0 2-11-1 1 5-13 3-0-0 2 11-4 1-0-0 415 12 416 4x6 4 12 5 13 10 t6 9 3Y4 3x4 RE 4x6 5- 11-2 1 51i LOADING (psf) SPACING- 2-0-0 CSL DEFL. n (10c) I/detl Ud TCLL 20,0 f"We, Grip DOL 1 215 TC 0,18 Vert(LI-) 0,03 7-9 949 240 TCDL 10,0 L.Umher DOL 1,25 BC 0,31 Verl(TL) 0,06 2-10 499 180 BG[ L O'D Rep Stlegs Incr NO VVB Q 06 0,02 7 Wa n/a BCDL 10,0 Code FBG2014/TPi20()7 Matnx) LUMBER - TOP CHORD 2x4 SP No.2 BOTC,HORD 2x4SPNo,2 WEBS 2x4 SP No.3 REACTIONS. (Iblq ze) 2=581/0-6-0,7=543/0-6-0 Max Horz2=-58(t_C 39) Max Uplifl21=323(L_C 8), 7=-301(LC 9) Max Grav2=581(LC 1), 7=570(1_(_-, 41) scale = 1 26,5 7 3x4 PLATES GRIP MT 20 244/190 Weight: 62 IN FT = 20% BRACING - TOP GHORD Structural wood sheathing diiecllyapplred or 6-0-0oc puriols, BOT GHORD Rigid ceiling directly applied or 8-10-10 oc blaring FORCES. (lb) - Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/506, 3-1 1=-758/479, 4-1 1=- 7141469, 4-12=-687/470, 5-12=-687/470, 5-13-716/471, 6-13=-7651492, 6-7= 804/505 BOT CHORD 2-14=-441/697, 14-15=-441/691, 10-15=-4411697, 10-16=-40W723, 9-16-409(723, 9-17- 4121726, 17-18=-4121-726, 7-18=-4121726 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=139mph (3-second gust) Va%d=108rnph. TGDI-=4.2pst, BCDL;-6,OpSf; h=2511; Cat, ll, Exp B1 Enct', IVWFRS (envelople) gable end zone, Lurnber DOL=l 60 plate quip DOL= 1,60 3) Provide adequate drainage to prevent water pending_ 4)This truss has been designed fcg a 10,0 psf botInn) chord live load nonconcurront with any other live loads. 5) ' This truss has been designed tot a live load of 20,0psl on the bottonli GhoId IN all areas where rectangle 3-6-0 tall by 2-0-0 wide will tit between the poltorn chord and any other members. 6) Provide mechanical connection (by others) of truss to nearing plate capable of withstanding 323 In uplift at joint 2 and 301 lb uplift at joint 7, 7) " Semi -rigid pitGhbreaks with fixed heels" Member end fixity model was used in the analysis and design of this Foss, 8) Hanger(s) at other connection device(s) shall be provided SUfficlent to Support concentrated load(s) 89 Ili down and 104 In up at 5-0-0, 59 Its down and 73 Ito Lip at 5-11-2, 83 Ib down and 114 lb Lip at 6-6 0, 59 Ib down and 73 In LIP at 7-4-15, and 89 Ib down and 104 lb up at 8-4- 0, and 151 In down and 195 lb up at 10 4-15 on top chord, and 62 Ito Lip at 2-11-1, 27 1h down and 3 lb Lop at 5-0-0, 9 IN down and 9 IN up at 5-11 2, 52 lb down at 6,8-0, 9 IN down and 9 In up at 7-4 15, and 27 In crown and 3 Ib Lip at 8-4-0, and 62 lb UP at 10-4 15 an bottom chard. The designiseleGlion of such connection device(s) is the responsibility of others. 9) In the LOAD GASE(S) section, loads applied to the face of the, truss are noted as front (F) or back (B), 0} "This manufactured product is designed as an bldivlduai building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." LOAD CASES) Standard 1) Dead 4 Root Live (balanced): Lumber Incfease=1,25, Plate 4icrease=1,25 Uniform Loads (pit) Vert: 1-3,- 60, 3-4=-60, 4-5=-60, 5.6=-60, 6-8--603 2-7--,-20 Aj WARNING - 11wity design paramotars and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE 011,7473 rev 1""OIS SEFORE USE, W ARM kola I v olo, I f"I , To , , l ry l,Alf l mll,* "ni ,", 1('Fi It *, < I, III K t -, " I f Yi Y oil "I I I , 1L 111 l„+,f, qIt `kf IT I', 11" 1, '1 lit onjrvi, iT 1, 11 t , & III i I it l JtI, I.• I'm, sy'lerto k,* vizre, 11w t>tdI Iilui J,-,4,joa•l ritual verity thx .)I 'tIr-li Rin, , J r-lqn 1 )1,1 [,( f,rly of II- "ol" rhi",fetlrtr;"'t- tt- M MiTek r: it v 1, , 111" t o' 'J"l, n 1, l, et, '"ot I . gv I I* u onI ,1 111, 1,- .ern I kr js ylA ........ sc hANSI/Tliol I Quality Criteria, DSB-ail and SCSI Building Component 604 Parke East Blvd Safety Information IrVIM01,11l ft-on Illm, 11,14, 2W N k,, 'An-f, tulle 11/, /'J,,xondho VA?213t/l Tanga, PL 33ki0 Oty TM7765, TROO24 iq,p Girder Job ReferenctA2EtioEa!. 7 640 s Apr lq 2016 %Tek lnclustries. Inc.Wed Nov 02 iE 57 K3 201( Paget It):YPdNv2,JXSeH2BWkFivoslYgz4(.:iniX-gjqC,awpo7oSe7 qTS inMXMOg,)ZzuqimWCh9t1V4yN(,HC, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=30(B) 5=30(B) 6--65(B) 10=-O(B) 9=-O(B) 11-29(B) 12=-67((3) 13=-29(B) 14=52(B) 15=-13(B) 16=-26(B) 17=-13(B) 18,52(B) WARNING - Vedrydes ignParameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCJFPACE 4flI-7473rev 1(410312058EFORE USE. Opf—y0m, MiTek' t.j m j I vI' in, I "t Ift iti, I s(,,ANSI/TPII Quality Criteria, DSO-89 and acsi widing Component 6904 Parke East E31vd Safety Information aiv 3laf deg lf-1, lfues flats lf"Iflul". Y I n N' k-,%4o,l, Siljl-3 1}, Alex in< ril, !, VA ?23 14 T.mpa FL 33610 Job Truss Truss Type Oty Pfy 19797766 TROO24 T02 rsl S7 Tarnpa MmCdy Flol,da3a566 7 C 40 s Apr I fil 201 C MIT ek Indt,Isinet, Irc W ed No, 02 is 57 4 201 (3 P itlet I I D, YPdNv2JX So H26VV kliv osIYqz4Gm X-8v0erfGqQtKbVk8 P tObJb4awl I zGKP78tU LuR2XyN GI 1-0-0 6-80 6-8-0 1-0-0 Scale = 125.3 4X6 -- 3 6 Q 0 —U— 2 4 ra4 rk 3x4 X 3x4 s o. ...... — — ----- LOADING (psh SPACING- 20-0 CSL DEFL. in (too) j/dell Ud PLATES GRIP T(;t-L 20,0 Plate Grip Dot- 1 25 TG 0,53 Vonl(LL) 0,016 2-6 7999 240 MT20 244/190 TGDL 10,0 f-Urnber DOL 1,25 BG 0,46 Verl(TL) -0,13 2-6 >999 180 BUL O'D Rep Stress Ii-IcF YES W13 11) 12 Horzjl-) 0,01 4 n/a rVa B C, D L 1C.0 Code FBG2014/1 P12007 (Matnxl, Wctght: 50 ib FT = 20',6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ShLICAUTal Wood Sheatf-ltog dl;eC1IY applied of 5-6-15 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rqd ceiling, directly applied or 10-0-0 oc bracing, WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=588/0-6-0, 4=58810 6-0 Max Holz 2= 73(LG 12) Max Up6ft2=-152(LG 12),4=- 152(LC 13) FORCES, (lb) - Max, Gornp./Max, Teri, - All forces 250 (lb) at less except when shown. TOPCHORD 2-3=-717/266,3-4-717/266 BOT CHORD 2-6w- 109/555, 4-6=- 109/555 WEBS 3-6=0/308 NOTES- ( 7) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCF 7-10; Vult-139rfrph (3-second gust) Vasd=108mph, TCD1-4,2psf1 BGDi---6,Opsf; h=25ft; Cat. 11; Exp 6, End_ GGpi=0,18; MWFRS ( envelcipe) gable end zone and Fxteltor(2) zon(-,,;C-G for members and fames & MWFRS for reactions shown1-umber DOL.=1, 60 plate grip DOL--1.60 3) This truss has been designed for a 10,0 pst bottom chord live, load nonGoncisucint wilh any other live, loads, 4) * This truss has been designed for a live load of 20,Opsl on the, bottom chord it all at( -,,as wheic, a recliangie 3-6-0 fall by 2-0-0 wide vvilt fit between the, bOltOrn chord and any other mernbets. 5) Provide mechanical connection (by olf-fels) of puss lo beating plate capable of withstanding 152 1b uplift at joint 2 and 152 In uplift at joint 4, 6) "Senn;- ngid pitchbreaks wrIft fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This roanufacluted PrOdUO is designed as an Individual building component, The Suitability and use of this component for any particular building IS the responsibility of the building designer per ANSI I PI 1 as referenced by the buildirej code," WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE Af#-7473mvr0tM015 BEFORE USE, API "Illy wIlh Mllek atnee I fill, I, t 1- I "i'ly'll "t, l')r lfw+,Is f, I K 1, ; , (, I,3i oftt<tIt14 11"Al < -ilq "Ienr n tuts, im, w" J,'m lt,+,w if 11K, I I,,, f Im Is I verity If,, if I it A Ail ty A - I,w,in fztr ttr to is a f'i I q ",t I y It,, , 't I < role lht, it 4, ;n it itrt- , -,;!III Nil' MiTek 1- Mflq 1410 r", fl,ino- a0<ll", I,,I,r"v''1,,[[,,,,ay,,t(,Ntt'u(at,li,t.xAi,,,I 4 btaaxs rra 1 lw,t sYrotm, -,,ANSI/TPII Quoilty Criteria, DSS•fft? and SCSI Building Component 6-04 Parke East Blvd Solely triformotion OyIlk IH,, I11,M trues H, 110 110110c;18H Tampa FL 33614 TB0024 T03 Common TC ... Pa plain Cdy Florida 33566 1 -0-0 6-8-0 1-0-0 6-8-0 6 do -i Y 2 3x4 6.80 A-AJI 0 ty Ply T9797767 3 Job 0 iTekedeI764sApt192016MintresIncWedNovNo, 02 1557 36 2016 P, ID:YP( INv2JX$eH2k2WkHvoslYgz4GmX-c5yO'?cq2e<ilMMH sZJqqcn1vnNr-f8aMpj'?e aiyNC-HE 68-0 Scale = 124. 8 4x6 5 2x4 3x4 Plate (-Afs, X'fj-- 2,Q-0 12 0-0-12 E LOADING (pst) SPACING- 2-00 CSL REFS, in (ioc) Vdell Ltd TUL 20, 0 Plate Grip DOL 1,25 TC, 0,60 VeFI(LL) 0,07 4-5 >999 240 TCDL 10, 0 Lumber DOL 1,25 BC 0,48 VeqI(TI-) 0, 16 4-5 >486 180 BOLL 00 Rep Stress inct YES WB 0,12 Hotz(l L) O.02 4 n/a nia PLATES GRIP MT20 244/ 190 4 BGDL 10. 0 Code FBG2014/TPi2OO7 (Matnx) Weight 49 it) FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied of 5-2-3 ocpuflins, BOT CHORD 2x4 SP No,2 POT CHORD Rigid ceding directly applied or 10-0 0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (Vsize) 4=517/Mechanical, 2=599/0-6-0 Max Horz 2m82([-G 16) Max Uplift, tm 116([-C 13),2=-153(U-' 12) FORCES. (lb) Max, Cornp./Max. Ten, - All forces 250 (In) or less except when shown, TOP CHORD 2-3=-746128613-4=-7421284 BOT CHORD 2-5=-1501582,4-5=-1501582 WEBS 3-50/ 315 NOTES- (8) 1) Unbalanced wo(live loads have been considered for this destgn 2) Wind: ASGE 7- 10; Vult-139inph (3-second gush Vasd=106rnpih, TGDL=4,2pril; BCDL=6,0psf; lb,_2501 fiat, III Exp B, Encl_ GCpi=0,181 MWF RS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and farces & MWFRS for reactions shown, Lumber DOL=. 1.60 plate grip DOL_=1,60 3) This truss has been designed lot a 10,0 psi bottom chord live load nonconGuftent with any other live leads, 4) ' This truss has been designed for a live load of 20,Opst on the bottom chord it) all areas where a reclangle, 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membets. 5) Refer to girdei( s) tot truss to truss connections. 6) Provide me c. hanical connection (,by other,,) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 153 Ito uplift at joint 2, 7) "SeMi- rigid pillGhbteaks with fixed heels" Member eno fixity model was used in the analysis and design of this tiuss, 8) 'This manufactured ptoduO Is designed as an individual building cornportent, The suitability and rise of INS cofrlponent f0i any particular building is the responsl [A Illy of the Wilding designer per ANSI TPi I as ieterenced by the building code." A)t, WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED U(TEK REFERANCE PAGE 11401-7473 rev. 10473=15 OEFORE USE j)jY \-jitl r rallok "ta. " 1, ,,, lhtl, K t , l— I r ily, q;11 1 8, it, nets 1s 11 t, I K k'I ii'divi, eu, 11 t A, 1h kit'li, olin, sl- 1.;lo, dohv,,ty, rr, i t w r 6o t,f It, I lm, "yMMean, ,-ANSI/TPit Quality Criteria, DSB-89 and BCS1 Building Component Safety Information "l,vAlot'lo (- m lir"U1,11, , N Nil' MiTak' 6904 Parke East Blvd lariva Pl. 33610 Job T I kiss Truss Type Qty Ply T 9 7 9 7 76(S T130024 T04 Hp Cwdef i 2 Job Reference 40 , fa, 7 6Apr 19 20 1 C, We* nt4ustria Inc.Wed Nov 02 11, 7 37 2016 Page sID YPdNv2JXSeH2BWkHvoslYgz4GmX-ZU3tii0islAFZ4bb7F-hksliCYETADccKx6B,375eryNCHC 1- 0-0 3-9,4 7-0-0 12-3-7 17 5-2 22-6-14 27-8-9 33-0-0 36-2-12 40-00 4100 53, 7---5-1 -11 5-3-7 3-2-12 --3 9-4 -1-0-01, Scale, z 1 70 4 5- 6 3X8 -- 2x4 3x(, 3X8 --- 2x4 Goo 4 21 22 ') 23 24 o' 25 7 26 8 27 28 29 r 4x6 - 20 30 31 19 18 32 U3 17 34 a5 16 16 37 38 39 15 14 4X(, -- 5X8 5X8 2X4 7XI04X6 2x4 7- 0- 0 12-3-? 175-2 14 7-0- 0 5-3-7 5-1 11 5-f 11 5 3-7 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loci /deff Ud PLATES GRIP I -GILL 20.0 Plate Grip DOL 1,25 7 C 0,65 Vefl(l.-L} 0,41 16-17 >999 240 MT20 244/190 TGDL 100 Lumber DOL 1,25 BC 077 Vial(TL) -0,89 16-17 >535 160 BCLL 0, 0 Rep Site," [nor NO WB 0,75 Hoti(TI-) 0.16 12 n/a Na BCDL 100 Code F[IC2014,TP12007 Matrix) Weight: 481 in FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD StruGlural wood shecalang directly applied or 3-5-13 oc purlins ROT CHORD 2x6 SP NO,2 Except' BOT CHORD Rigid ceiling directIvappliod or 9-9-11 oc bracing. 15-19: 2x6 SP M 26 WEBS 2X4 SP No-3 REACTIONS. (Italsize) 2-3216/0-6-0, 12-296710-63-0 Max Horz2- 77(LC 27) Max Upl1ft2- 957(L(` , 8), 12.---833(LG 4) FORCES. (11b) - Max. Comp./Max Teti, All forces 250 (1b) or less except when shown. TOP (>AORD 2-3=-6383/1985, 3-4=-6285/2000,4-21=-5700/1840, 21-22=-5699/1840, 5-22w-5699/1839, 5-23=- 9696/3161, 23-24=-9696/316l, 24-25=-969C4/3161, 6-25=-969(3/3161, 6.7=- 9696/3161, 7-26=-9696/3161, 8-26=-9696/3161, 8-27--,-8393/2688, 27-28=- 839312668, 28-29=-8393/2666, 9-29=-8393/2688, 9-1 0=-8393/2688, 10.11=- 574511749,11 12--586711750 BOT CHORD 2-20=- 1754/5595, 20-30--271218437,30-31=-2712/8437, 19 31 =-2712/8437, 16-19=- 271218437, 18-32=-271216437, 32-33=-2712/8437, 33 34--2712/8437, 7-34---- 271218437, ",7-35=-3141/9929, 35-36m-3141/9929, 16-36=-3141/9929, 16-37=- 3141/9929, 3 7-36=314119929, 38-39=-3141/9929, 15- 39=- 314119929, 14-15= 1477/5116, 12 14= 1502/5142 WEBS 3- 20--194/272,4 20=59712318, 5-20=-3344/1165,5-18=0/474,5 17=-504/1560. 6-117. 582/414, 8-17--319/87, 8 16=0/642, 8-15=-18911674, 9-15=-364/261, 10-15=-136313958 NOTES- (11) 1) 2- ply truss to be connected together with 1 Od (0. 131 'xX) nails as follows: Top chords connected as follows: 2x4 1 low at 0-7-0 oc, Bottom chords connected as totows: 2x6 - 2 rows staggered at 0-9,0 or-, Webs, connected as follows: 2x4 - I row at 0-9-0 oc. 2) All toads are considered equally applied to all pll(-,,s, except if noted as front (F) or back (B) lace in the LOAD GASE(St section. Ply to ply connections have been provided to distribute only loads noted as (F) of (B), unless otherwise indicated. 3) Unbalanced toot live loads have been considered for this design, 4) Wind: ASCE 7,10; Vult-,.- I 39mph (3-second gush, Vasd=108rnphl TCDL-4.2pst. BGDL=6,0pst1 h=25ft: Cat. f: Exp B, Encl., CGpi=0. 18, MWFRS (envelope) gable end zone, Lumber DOLz- 1.60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water ponding, 6) This truss has been designed for a 10.0 pst bottom chord! live load nonconcurrent with any rother live, loads. 7) * 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 trill by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (-)y others) of truss to bearing platy: capable of withstanding 957 to lipillft at joint 2 and 833 in uplift at joint 12 WWW1 hpreaks with fixed heels" Member end fixity model was, used in the analysis and design of this truss, W i WARNING , Varlity design parameters and READNOTESON THIS AND INCL UOEO mri-EK REFFRANCE PAGE MIP 7473 rev. 1"312015 BEFORE USE, Oeselr, V,llid for ka,'1'jy \"ill, tviii'V" onlw, 1-i, I'lo"; li'llw+,11 "'h",q), on'll, r, x X, tri If 1i, it t rO fEn I I t rl, t MiTek 6W4 Parke East lyFd Safety Information av 11it, lo ( wm it 111(il' i;fMitulh, 2 Ill N, Taropki FL 33610 Job T Fus's I russ I ype uly rly Tr,7977C8 T60024 T04 Hp Girder t 2 jot) Reterenc builders FirstSource, Tampa, Rlant G-9-Y 7 640s Ap, 19 2016 M,Tek induciniii, Inc Wed Nov 02 15 57 37 2016 Page 2 I D: Y PdNv2,) XSer-12BW I, HvcslYgz4 Gin X- ZU3n 10 Is IAFz4bb7 E. hksi ICY ETADccKx6BJ 75eryN (A-iC NOTES- (11) 10) Flanget(s) or tither connection device(s) shall be provided sufficient To support concentrated road(s) 119 lb down and 140 lb tip at 7-0-0, 119 in down and 140 Ib up at 9-0 12, 119 lb down and 140 Ib tip at 11 0-12, 119 lb down and 140 it) tip at 13-0-12, 119 Ib (town and 140 If) Lip at 15-0-12, 119 Ib (town and 140 Ib Lip at 17-0-12, 119 lb down and 140 lb kip at 19-0-12, 119 lb down and 140 lb Lip at 21-0-12, 119 lb down and 140 Ib tip at 23-0-12, and 119 ilp down, and 140 lb up at 25-0-12, and 65 ith down arid 72 In tip at 20-7-4 or) top chord, and 311 In down and 93 lb rip at 7.0-0, 86 ib down at 9-0 12, 86 lb down at 11412, 86 lb down at 13-0-12, 86 Ib down at 15-0-12, 66 In down at 17-0-12, 86 Ih down at 19-0-12, 86 lb down at 21-0-12, 86 Ib (town at 23-0-12, and 86 L) down at 25-0-12, and 810 lb down and 243 Ib tip at 26.7-4 on bottom chord, The design/selection Of SUGh connection device(s) is the responsibility of othets, 11) "This ManUfaCtLifed product is designed as an individual Wilding component. The suitability and use of this component for any palticulai building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," LOAD CASES) Standard 1) Dead + Root Live (balanced): Lumber lncrease 1,25, Plate Increase=125 Unitorn) Leads (plf) Vert: 1-4=-60, 4 10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (11h) Vert 4w-119(F) 7----119(F) 20=-31 1(F) 21=-1 19(F) 22= 119(F) 23=-1 19(F) 24=-1 19(F) 25, 119(F) 26-,119(F) 27=-1 19(F) 26.-- 119(f-) 29-9fl 30,--,-62(F) 31 =-62(F) 32----62( F) 33=-62(F) 34----62(F) 35=-62(f--) 36= 62(F) 37- -62(F) ,iB--62fl 39.- 810(F) Ak WARMING- Verity design pacameteis and READ NOTES ON THIS AND INCLUDED MITEK REFERANCIF PAGE Mll-7473 rov, 101OX2015BEFORE USE 1 a,%Yl V, 4i I f,t u, <rly ,-Ath Mil,* l-,", U?ks- I,oykn , I, I,,,, I "oly,ir w,i, t sh WI,, i, I 1 1 Ill( I X li, livi, I, I, A I ud trij , -m[ —i", 't, r-1 st ,I t, A, w, it k,J I -A,A, thr, 1,4u, W,, th, ""toil W91, lyll,m NqowM-, It w I killdoo, I I I Emt V,Iify It i, 4 1 Ai, kt Alv-t 1,,4el t MiTek AJIM,n 11syS10i,1tMH!,1J tll I tot at, 1'' i joid"t" sr the oANS1JTPI1 QuQfityCriteuko,DSB, 69and BCS1 Rurlding Component E204 Pa ke East Wvd Sofety information M,, A,44- tioln 110s,11 It, fn,10,11e 21,111,41-, N,xos,ltlo, ',!AY2M,1, Tuff)a Ft -,,610 T80024 N TQ79776s Job Ref Plaw Crty Florida 33566 7.640 s Apr 19 2016 MiTek Industries Irrc Wed Nov 02 IS 57 38 2016 Page I ID:YP(iNv2JXSeH26WHHvoslYgz4GriiX-lqd9eetxxY5xDliOFRNXE05Kk)aXOL,cIMFPZSeBlyNcHB 4u9-4 0 35 2-12 40-0 0 1-0-0 4.94 4-2-121 7-4-9 7-2 13 7-4-9 4.2-12 4-9-4 1-00 3X8 3X6 2x4 6DO 12 4 IX8 8 Scale = 1 70 7 17 16 is 14 13 12 3X6 -- 3X8 4x6 2X4 5X6 3X6 3X4 9-0-0 16-4-9 23-77 31-0-0 40-0-0 7-4-9 LOADING (pat) SPACING- 2-00 CSL DEFL, in Ioc, 1/dell Lid PLATES GRIP TCLL 20,0 Plate Gnp DILL 1,25 T C, 0,49 Verl(U) -0.27 14-15 >999 240 MT20 2441910 TGDL 10,0 Lurribw DOL 1,26 B(11 0'86 Verl(TI-) -074 14-15, >642 180 BCLI- 00 Rep Stress incr YES WB 0,55 Hovz(Tl-) 0,21 10 JAM rVa BCDI- 10,0 Gode FBG2014/TP12007 Matrix) Weight: 202 lb F i = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shearbingdaectly appliod, 6-8: 2x4 SP No I BOT CHORD Rigid ceiling directly appiled or 6 0-14 or, bracing. BOT CHORD 2x4 SP No-1 'Except* WEBS 1 flow at nocipt 5-17,5-14 13-16: 20 SP No,2 WEBS 2x4 SP Ncc3 REACTIONS. (Ibeirze) 2x-1655/0-6-0, 10=1655/0-6-0 lvlaxflorz2-96([-C 16) Max E1pIift2=-318(LC 9), 1 0=-31 8(LG 8) FORCES. (lb) - Max. Gornp,/Max, Ten. - All forces 250 (lb) ot less except when shown, TOP CHORD 2-3=-297211022, 3-4--2744/917, 4-5=-2431/873, 5-6=-3377i1186, 6-7-3377/1186, 7- 8=-337711 1 B6, 8-9=-2744/91 7, 9 1 0=-2971/1022 ROT CHORD 2-17=-801/2562, 16-17=-944/3376,15-1C3=-944/3376,14-15.-.-,-944/3376,13-14=-62,5/2410, 12- 13=-625/2410, 10-12=-812(25133 WEBS 4-17= 1951866,5-17--1194/396,5-15-0/275,7-14=-462/282, 8-14=-401/1213, 8- 12=01380 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASGF 7 10, Vult--139mph (3-second gush Vafsd=108mph: TCDL=4,2pSf: BCDL=6,0psfl fi=25ftl Cat 1i, Exp B, Eia;I_ GCpi=l2181 MWFRS ( envelop(,) gable end zone, and G-C Exterinr(2) zone,C-C tar mer-rithets and forces & MWFRS for teactions Lumber DOL- 11,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 pst bottom chord live, load nonconG(Iuent with any other live loads, 5) * This truss has been designed for a live load of 20Opsf on the bottom chord in all ateas where a rectangle 3-6-0 tat by 2 0-0 wide., will fit between this bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 (b uplift at joint 2 and 318 rb uplift at joint 10. 7) "Semi - rigid pitclbbirealos with fixed heels" Member and fixity modal Was Used in the analysis and design of this buss. 8) "This manufactured product is designed asan individual bUIId1r1qC0rnP0[1(,'ht The suitability and use of this Component tot any particular building is the responsibility of the building designer per ANSI rPt 1 as referenced by the building code," Ale WARNING - V"firy design Parameters and READ NOTES ON TWS AND tNCLUDED ARTEK REFERANCE PAGE Ulf-7473 -v, 10103P2016 BEFORE USE, I i, - 4qn ", lir, I 1E ut) oNv,,,,Vb Mi kik" <, k,i,, IN, in K t x1k, I 'tjjv rit "11 1, 1j, In", 1r'n j,W1 " )n< I K 1, ( , v , 6 fl"4-Ar 14 t vflit, , 4 , , 'n q ; -I d, F, 't ija,,Yk m, N+' io use , th, t M it j 111, et v"Iffy the rj'j 41- A 40y, i 1(-,qi I r - a w1wro, , it I I + q Ilv 11 'It ir, If it, r,,Rjr, , I, 'l, , ih, A 991' Fuss MiTek' is,1lV.uyS1i. riw, I 1"t ,I, A iftly,n mot I v "', rf,rit rysF Will) I v t,,,,jl 4" r>E Es nal intv, 11 " I 14, 1 "lly Jcii 1, x r," Rr<t s, s, vs, flry I jh, h)lo, " ition. sl. , ii I,,", rIy, owcti,- jn i by I, it <iJ, 1 WK, " on, I tons sv%r,rr i ia, se(ANSVTPI I Quality Criteria, DS&89 and SCSI Building Component 6904 Parke East BK/d Safety Information ti-In toes Ill. ite rnUitute. 2)ir N Tan-ipa FL 33610 Job Truss truss type uty rdy T9797770 TB0024 V06 Hip I I fob Reference7640sApr192016M,Tek lmlustnes Inc. Wed Nov 02 IS '57 39 2016 Page I ID:YPdNv2,)XSeti2BWkfivos1Yg74GmX-VsBXr (jZtsDorvHdo9urnndedm uj4A30edCCjkyNCHA 1-0 0 59-4 5-2-12 6-0-0 6-0-0 6-0-0 5-2-12 59-4 1-0-0 scale = 1 70 7 3X6 3x4 3X4 5x6 600 12 4 6 7 3x4 3x4 Z 16 18 17 10 19 2 0, 15 21 22 14 1 3 3x6 2Y4 4x6 3x4 20 3X8 -- 4X6 -- 5-9-4 110-0 20-0-0 29-0.0 34 2-12 40 0 0 5-9-4 5-2-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) i/dell L/d TOLL 20,0 Pate Grip DOL 1,25 TG 0,47 Verl(t-L,) 024 13-15 999 240 TCDL 10.0 Lumber DOL 125 BC 0,79 Verljr) 067 13-15 710 180 BCLL 0,0 Rep Stress Inct YES WB 0,97 Horz(TL) 0,20 10 n/a Iva BCDL 10,0 Code FBC20141Tl`112007 Matrix} LUMBER- BRACING - I OP CHORD 2x4 SP No,2 TOP (>40RD BOT CHORD 2x4 SP NO,2 'Except* BOT IGHORD 14-16:2x4 SP No-1 WEBS 2x4 SP N(,).3 REACTIONS. (11p/size) 2=1655/0-6-0, 10=1655/0-6-0 May Herz 2= 1 15([-C 12) Max Up1t[l2=-300(LG 12), 10= 300(L(-, 13) FORCES. (lb) - Max. Ccitnp-/Mix, Ten, - All forces 250 fib) or less except when shown. TOP CHORD 2-3=-3023/1001, 3-4=-2588/903,4-5=-2267/861, 5-6=-2810/1010, 7-6=-2267/%-I, 6-9= 2588MO3, 9 10= 302311001 BOT CHORD 2-18=-77712608,17 18=-77712608,16-17=-750/2759, 16 19,-,---750/2759,19-20=-750/2759, 15-20- 750/2759, 15-21 =-751/2759, 21-22= -751/2759, 14-22=- 751/2,759, 13,14"--751/2759,12-13=787/2608,10 12=-787/2608 WEBS 3-17=-4171253,4-17=-2051814,5-17-770/266,7-1,'---7701286, 8-13=-205/814, 9-13=-417i253 PLATES GRIP MT2',, 244/190 Weight: 208 lb FT = 20%, Stfuclufai wood sheathing directly applied, or 2 11 5 oG purlins Rigid cefing duectly applied or 6-6 14 oc bracing, NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mlph, TCDL=4.2pst; BCDL=6,0psf1 in-1251t: Car, It: Exp B, Encl_ GGpi=0,18: MWFRS (envelispe) gable end zone and C-C' Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending, 4) This mass has been designed for a 10,0 psi bottom chord live load nonconcurrent will-i any other live loads, 5) ' This truss has been designed for a live load of 20,0psf on the bottom Ghotd in ak areas where a iectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members, with BCDI- = 10 Opst, 6) Provide mechanical connection (by others) of huss to beating plate capable of withstanding 300 in uplift at joint 2 and 300 lb uplift at joint 10. 7) 'Serni- rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured PFOCILJO IS designed as an individual building component. The suitability and use of this component for any particular building is me responsibility of the building designer per ANSI TPI 1 as referenced by the building code," Aill, WA RNWO Verify design parameters and READ NOTES ON THIS AND INCI. UDEV MITEK REFERA NCE PAGE Mit- 7473 rev, 10103120 IS BEFORE USE, I), "( It aik I 'I "N y With rAl I(* "le for s, I I its c 1 Kp1Kt i I , rlj V (it -I r I , x, if t A, 1 , 4, nWtT. :3,. I is (, 1 , is , in( fi Vr ix I t , A, $it xTI extILr MiTek Witt, j-'s,44" I I-F 4", oANSI/ TPI I Quality Criteria, DSB-SA and SCSI Building Component 6.904 Parke Eno EWd Safety Intarmation oV4,il,k` ft-T) lm,U Prot-,' ?116 N, 12, rdoxont Irio, VA 2731 4 1 ampa, Fr 33610 T9797771 r07 ers F,,,,,tSorce 'Car va Plant Oily- Florida 33566 7.640 , Apt 19 2016 M.1ek Industries, Inc Wed Nov 02 15 57.40 20t6 r- ID YPdNv2JXSeH2BWkl-ivoslYgz4CimX-z3lv2JuBTALfS3spMsP'?JlAlvoEspkrllYtHL 4 1-0-0 6-9-4 62 12 7-0-0 7-0-0 6-2-12 6-9-4 1 0-0 2x4 5X8 3x 6 16 `a 14 111 1 " 12 10 2X4 4* - 3X8 3X4 2x4 30 -- 4 X6 - Seale = 1 701 6-44 13-0-0 LvG-0 27-&0 33 2 1", 40-0-0 6- 0-4 6-2-12 7-0 0 7-0-0 69-4 late ciffsers LOADING ( psf) SPACING- 2-00 CSL DEFL. in k,c) 1"de4 L/d PLATES GRIP T(-, Ll- 2t10 Plate Grip DOL 1,25 1 G 070 Verl(LL) -0,19 113-14 ,999 240 MT20 2441190 TCDL 100 Lumber DOL 1,25 BG 0,80 Verr(-i L} -0.51 13-14 >934 BCLL 0.0 Rep Stiess Incr YES WB Q56 Horz(-f L) 0,20 6 o/a t-Va BCDt- 1 ( 11 . 0 Code FBC2014/7 P 12007 Matrix) Weight: 212 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stwctwal wood sheathing directly applied or 2-2-0 oc pudins, BOICHORD 2X4 SP No-2 B(,)T CHORD Rigid ceiling directly applied or 6-6-3 OG bracing. WEBS 2x4 SP No-3 REACTIONS. (lb/ size) 2=1655/06-0,8,,1655/0-6-0 Max Horz2= 134(LC 12) Max Up1fft2=- 324(LC 12), 8=-324(!-G 13) FORCES. (1b) - Max, Gornp./Max, Ten, - All forces 250 (1b) or less except when shown. TOP CHORD 2-3=-3002/1006, 3-4=-2438/884, 4-5:-2430/955, 5-6=-24301955, 6-7=-2438/B84, 7-8-- 3002/1 006 BOT CHORD 2-16=-772/2585, 15-16= 772/2585, 14-15= 772/2565, 14 17=-509/2106, 13-17= 50912106, 13-16=- 510/2106, 12-18--510/2106, 11-12----781/2585, 10 11=-781/25853 8-10m 781/2585 WEBS 3- 16=0/273, 3-14=-560/309, 4-14=-66/457, 4-13=204/572, 5 13=-476/269, 6-13,--- 204/572, 6-12----66/457. 7-12=-560/309, 7-10-',0/273 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10- Vufl=139mph (3-second gust) Vasd=108mph ' TCDL-42pst , BGDL-6,0psf, , tr=25h, Cat. 11, Lxp R, Enoi , CCpi=0.18; MWFRS (envelope) gable, end zone and C -(,' Extetilor(2) for ryier-ribet, and fort & MWFRS tot reactions shown: Lumber DOL=1, 60 plate grip DOL.-.-. 1 .60 3) Provide adequate drainage to prevent water pondtirg. 4) This truss has been designed for a 10,0 pst bottom chord live load nonGoncuttent with any other live loads, 5) * This truss has been designed for a live load of 20.0psf on the botterrichord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will tit between the bottom chord and any other trien-Ibets, with BCDL = 1 O.Opst 6) Provide rnechanical connection (by others) or truss to bearing plate capable of withstanding 324 ib uplitl at joint 2 and 324 lb uplift at joint 8. 7) "Somi- rigid pirchbreaks with fixed heels" Member end fixity model was used to the analysis and design of this ttuss- 8) "This rrianufactured product is designed as, an individual building component, The Suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." AWARNING - Verify design piwmetars and READ NOTES ON THIS AND INCLUDED VfTFK REFERANCE PAOEMII-7473 rev. 10/03/2015 BEFOREUSE I '-Jn v, ih l 1, 1 o", otl;v will l Milfk -nw,? (,,I,, Uif,- i"q jii I, t -c,", I "niv q -I, ( sh, , III, 11, (.v In irvii"A41, 11 I'ArAii,'I ' otol-lv,nt lot o hiN, li,+4" tzse, tho t,kAH4,q ;misl volity 11w, 4 j At, ol'orty u4 1 rtln [, itomol,n, on'l I f'j dr in, , )If 4 11A, rq,oj inj, It,,, v%'It tAtir $inr - J-*11) flo $ 1,, 1,, ri,wonl t,v,kIItvj 11 i"Jivi. III, it tni", -I -on'tt"i , 11-1, 1 mon't 'Ny A, i tit), 'n 11 ily, iti, I t t... I+ We* v-ifw,ly'ro'J' Ai- I tiA O'AAityon, I W,july )IN I f-f 7<,I ,,I, It gm4 a-, the Toto, tllv'n ,dfor dejv,`,, Jy, rx,d I wy h,o,4 4m-s11"I lmmwsl,4iw, -,IANSJ/TPIl Quolity Cntorro, DSB-89 and BC$l Building Component 1,1104 Pinkfl Foal 131<d la,,Ipa FL 33610 Tq797772 T60024 T 08 Hip 2 lob Reference a banal Builders F T 6;7 7 640 l, At,, 19 2016 M,T,,k Iriduslrrel. Inc Wed Noll 02 15 57 41 2016 Flage Ilrsi 0---b-k n-1 IC):YPdNv2JXSeH2BWkHv,)s[Ygz4(mX-RF,JHGfvpETTW4(R?wZxEq2jtjoZilYFfl)5x5Jn(]yNG 1-0-0 7-9-4 150.0 20-0-0 32-2-12 40-0-0 41-00 5-6T 7 2-12 7 9-4 1 0-0 Scale = 172.0 6 Do 12 3x4 5.6 6 7 2 3X6 17 46 55 19 13 14 12 2x4 4x6 = 3X8 3X8 4x6 2,,4 7-94 15-0-0 25-0-0 32-2 12 40-0-0 7-q-4 7-2 12 7--2--12 LOADING (psf) SPACING- 2-0-0 CSL DEFL. an (;oc) I/deil Lill PLATES GRIP TCLL 20,0 Plate Grip DOL- 1,25 1 G 0,89 Verl(Lt,) 01 3 7 14-15 >9919 240 MT20 2441190 TCDL 10,0 I-Urnbe-r DOL 1.25 Bc 0,89 Verl(TL) 0 85 14-15 >557 180 BCLL 00 Flop Stress Inor YES WB Cl 26 Horz(IL) 019 10 n/a n/a BCDL 10,0 Gode FBC2014fFP12007 matrix) Weight: 210 lb HT 20% LUMBER- BRACING- TOPCHORD 2x4 SP No,2 TOPCHORD SiRictural wood sheathing directly applied. BOOT CHORD 2x4 SP No-2 *Except* BOOT CHORD Rigid ceding directly applied or 6-5-0 oc bracing. 13-16: 2x4 SP No,1 WEBS 1 Row at rnidpt 3-15,6 15,6-14, 9-14 WEBS 2x4 SP No.3 REACTIONS, (Ib/ size) 2.=1655/0-6 0, 10=1655/0-6 0 Max Herz 13) Max Uptft2--- 345(LG 12), 10--345([-G 13) FORCES. (lb) - Max, Cornp.11vilax. Teti, - All forces 250 (lb) or less except When shown. TOP CHORD 2-3=-2966/1012, 3-4-2295/829, 4-5=2 184/853, 5-6=-- 6-7=-1965/831, 7-8=- 2164/853, 8-9-2295/629, 9 10=-296611012 BOT CHORD 2-17=-769/2549, 16-17,= 769/2549, 15-16=-769/2M9, 15-18=-498/2061, 18-19=-498/2061, 14-19- A98/2061, 13-14,---776/2549, 12-13,,-,-776/2549, 10-12--776/2549 WEBS 3- 17=0/301, 3-15=-682/380, 5-15=-1 551650, 6-15= 324/176, 6-14=,-324/176, 7-14=- 155/650, 9-14=-682/380, 9-12=.0/301 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mphl TGDL,4,2psf: BCDL=6,0psfl h=-25ft: Cal. 11, Exp B. Encl_ GCpi=0.18: MWFRS (envelope) gable end zone and C G Exterioi(2) zonel&(' , for niem bers and forces & MWFRS for reactions shown; Uirnbot DQL= 1, 60 plate 9tip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 pqf bottom chord live load with any other live, (Oads 5) ' This truss has been designed for a live load of 20,0psf on the t)ottorri Oiord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottorn chard and any other merinbers, with BCDL = 10,0pst, 6) Provide mechanical Gonneclion (by others) of truss to bearing plate capable of withstanding 345 ib uplift at lomt 2 and 345 lb uplift at joint 10, 7) "Setni- rigid pitchbieaks with fixed heels" Member end fixity model was used in the analysis and design of this, tniss, 8) "'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of file Wilding designer per ANSI TPI 1 as referenced by the building code," WARNWO - Verify dvgo pwamfar. and READ M07-ES ON TfftS AND MWOEV UITEK REFERANCE PAGE 01,7473 rev. 10103,2015 BEFORE USE. tln-,tots k, olwow, t<,, joh-I for 'I, AA[ty -old 1I V'1'110 C,4114'M-Mlll [-t,il 4, j,1, 1,11 4+iiy an'; 'A114 jl. " Wj )j-'jftl,j Ihe ro i Iti, a, Yll,r u 1, , 'ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Information ovolloll" 4''1" Ift", Ilk illhSlititic. 2,W III MiTek 6904 Parke East Btvd. T2,Wa f-133650 T130024 T09 Root Special Q I,Sovrce Tampa Plant Coy Rondo 13566 7.640 s Apr 19 2016 MTek, Industries- Inc Wed Nov 02 IT, or 4? 2016 F ID:YPdNv2JXSeti2BWkHvoslYgz4GrnX-vRttTlwR'?nbNiMOCUFiSI PGG4sf3vaHCIrKbqr; 1-0-0 7-2-4 13-10-0 21-5-0 29-0-0 14,2,12 40,0-0 41-0-0 1W-6 7-2-4 6-T 12 scale = 1 733 6 00 T2' 5X6 5 3KC, - 18 , , 16 1a - 15 13 12 $X6 2x4 4x6 = 3X6 -- 3x4 3X8 2X4 4* -- 2-4 13-100 21-5 0 29-0-0 34-2-12 40,00 7-2-4 - ------------ 7.12 -------- 7,7-0 77-0 5- 2. 12-- 5-,9-4 LOADING (psi) SPACING- 2 (-0 csl. DEFL. In 10c) Vdefl Ud PLATES GRIP TCLI- 20,0 Plate Grip COL 1.25 1- (.,, 0,73 Veil(t-L) 0,24 15-16 >999 240 MT20 244/190 TGDL 100 Lumber DOL 1 25 BG 0,85 Ved(TL) 065 15-16 >727 180 BGLL 0.0 Rep Stress Incr YES WB 068 HoFz(TL) 0,2l 0 nia n/a BGDL 10,0 Code FBG2014[TPt2007 Matrix) Weight 214 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except* TOP CHORD SITuctoral wood sheathing directly applied or 2-2-0 ocputlins, 6-8t 2x4 SP No1 BOT CHORD Rigid coiling directly applied ar 6-6-4 oc bracing. BOTCHORD 2x4 SP No-2 WEBS I Row al rnidpt 6-16, 7 13 WEBS 2x4 SP No,3 REACTIONS. ( Ibrsize) 2=1655/0-6-0, 10=1655/0-6-0 Max Holz 2=142([-G 17) Max LJpfrft2=-333(t-G 12), 10-451 (LC 13) FORCES. ( lb) - Max. Gorrip./Max, Teti. - All forces 250 (b) or less except when shown. TOP CHORD 2-3=-298811015, 3-4=-2385/859, 4-5=-2284/882, 5-6=-2295T`903, 6-7=-2852/1073, 7- 8-2270/880, 8 9--2588/922, 9-10=-3022(1013 BOT CHORD 2-18=- 177/2572, 17-18- 777/2572, 16-1 7=-777/2572, 1619=-755127137 19120--755/2713, 15-20=-75512713, 15 21 =-763/2852, 14-2 1 - 783/2852, 13-14z-783/2852, 12-13,-798/2607,10- 12=-798/2607 WEBS 3-18,0/287, 3-16--62(i/336,5-16w 594/1741,6-16=-1473/584,6 15=-121/332, 7-13=- 737t243, 8-13-- 1 82f764, 9-13=-414/242 NOTES- (8) 1) I-Inbalar) GOd roof five loads have been considered for this design 2) Wind: ASGE 7-10; Vult=139rnph (3-second gust) Vasd= 106criph, -fGDL=4,2psf, BGDL,6,()psl; ti=25tll Gat. Il: Eric 131 End , GGpr=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone:C-G for members and force,,, & MWFRS for reactions shown, Lumber DOI-= 1 .60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.O psi bottom (,,hold live load nonconcurront with any other live loads. 5) ' This truss has been designed tot a live load of 20.0pst on the bottom chord in all areas where a teotangle, 3-6-0 fall by 2-0-0 Wide will fit between the bottom chard and any other mernbers, with BCDL - 1 (10psf, 6) Provide mechanical connection (by others) of Voss to hearing plate capable of withstanding 333 to uplift at joint 2 and 451 lb uplift at Joint 10. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) "This manufactured product is designed as an Individual building component. The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the Wilding code." WARNtNO Verity design parameters and READ NOTES ON THIS AND INCLUDED AffTEK REFERANCE PAGE M11-7473rev 1010,7/2015 BEFORE USE I ""qqt, 1,0 1 t-T 'Px, !,Fdy "Olt, r,4P,Tk'--r,n- t-t;, Roils, 61, r,", I on i4 r'I 'nT odivi,iT"ol tx,Mft,j lim-Y0,11T Y'lify Ho, wl' Welk, i rtw<}y,,I"' quo- i I,t 4ttt,flily owi ill; li,'v'lllr dial:, will, f-W4, I 'w" nil Inpry on't lxnl r,l4y 1, M', for 'I ic. tiro), tit, ', trio. < 4avc iy, ore, fi-f , , 11, 11* 1-11 Inca -I ITT mw' In, I Ill J,4 syl, I IT%, ,, (y)TWITITI1 I Quality Criteria, DSB- 89 and SCSI Building Component 6904 Pwke East Blvd - Safety Information <Iv,rilotic ft-nT ! M0'10ke 404'oe 218N 1(1e S3r<'c'1,,Sht,,,7l?.N,,x,,ri,lO ,,t'A7/314 Tampa, FL 33610 Jot) Truss Truss Type City Ply 79797774 TBOO24 TIO Root Special IS 'a Plant'r 7640, Ape 19 2016 MITek Ind,,slite, inc 2 15 57 4? 2016 Page, IW-0 Nov 02 ID:YPdNv2JXSeli2BWkllvoSlYgZ4GtIIX-vRttl'?wR?tibNiMOGUHSTPGC,3p 3wlHXnrKbqSK3YNCH7 2 4 0is 31 -0:Q, 1-0-0 7-2 4 6-7 1 4 10-0 6 20 4-2- 12 4-9,4 1 0-0 c,ale = 1 73 3Scale 00 ,, -T- 5X8 - 5 3X8 - , I - - 15 14 - 12 36, - 3A4 4x6 5)(8 2x4 4X6 3X8 I ate LOADING (psf) SPACING- 2-0 O TGLL 20,0 Plate C1rip DO L 1,25 I CDL7 10,0 LUMbW DO[, 1 25 BOLL 0,0 Rep Stress Inct YES BCDL 10.0 Code FF(20141TP12007 LUMBER - TOP CHORD 2)(4 SP No,2 BOT CHORD 2X4 SP No,1 WEBS 2X4 SP No,3 6-2-0 6-2 0 CSL DEFL, in loc) I/deAl ud PLATES GRIP T C 0,80 Veil(I-L) -0,42 15-17 -,,999 240 MT20 2441190 FK,' 077 VffI(TL) 1.01 15-17 >467 180 VVB 097 1 iorZ(-1Q 0,19 10 1 da Iva Matrix) weight e05 Ib FT = 20% BRACING - TOP CHORD Structural wood Sheathing directly applied, BOT CHORD Rigid ceiling (*PCIly applied cl 6-4-6 oc gracing. WEBS I Row at rwdpt 5-15,7-12 REACTIONS, (Ib/Size) 2-165510-6-0, 10=1655/0-6-0 Max Herz 2" 142([-G 12) Max UplIf12--333(LG 12), 1 O=-451 (LG 13) FORCES. (In) - Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296911028, 3-4.----2775/1025, 4-5,---275811050, 5-6,-3973/1480. 6-7=,-3437/1235, 7-8=-2422/892,8-9=-2738/940, 9- 10=-2974/1049 BC T CHORD 2-17=-790/2557,16 17=511l`2019, 16-18--511/2019, 15-16=-511/2019, 14-15=-955/3266, 13-14=-955/3266, 12-13=-955/3266, 10 12=-836i?586 WEBS 3-17=-377(332,5-17--228/674,5-15=-8751254E3,6-15= 20401647,7-15= 75/346, 7 12=-1058/386,8 12=233/910 NOTES- (6) 1) Unbalanced rout live loads have been considered for this desigm 2) Wind: ASCE 7-10, Vull=139rnph (3-second gust) Vasd 108roph: TCDt---4.2psf, BGDL---6 Ohs!; h2511; Cal ll: Exp B, Encl., GGPI=Q, 18; MWFRS ( enveklpe) gable, end zone and G G Extedor(2) zoneIG C lot members and forces & MWFRS for rea(;0on, shown: Lumber DOL-, IJ30 plate grip DOL=1,60 3) Provide adectinte drainage to prevent water pending, 4) This tVLISS has been designed Icii a 10,0 pst bottom chord live load nonGonCUrrOnt with any other live loads, 5) * This truss has been designed for a live load of 20,Qpst on the bottom chord in all areas whete, a rectangle 3-6-0 fail by 2-0-0 wide will fit between the bottom chord and any other members, with BGIX = I 0,0psf 6) Provide mechanical connection (by others) of Ittiss to heating plate, capable of withstanding 333 lb Uplift at joint 2 and 451 rb uplift al joint 10, 7) " Serni-ir( gid pItolibleaks with fixed heels' Member end fixity I -node( was used to the analysis and design of this tFUSS, 8) " This roanufactuted prodLIG! IS designed as an tndividUal building GQI'nP0nGnt, The suitability and use of this component for any particular building is the responsibility of the building destgner per ANSI I PI I as referenced by the building code," WARNING, Vartilydrisign Parameters and READ NOTES ON THIS AND INCLUDED ii REFERANCE PAGE U11-7473 rov, 1010312015 BEFORE USE. D slql, wili'l r"t lw ,,iv with tviif,V , - I'l i-+'fs IN, Jr lit 7n It I - 1- anly - q -n I - it, 11 nec'fl "I r ,,,in l', I is S, a, 11 it,, ik"i'luor I I to- ia I, ,oI, K 1, 4" ttw, lh^ kAldil'o, i mist r, ,Iftv 11- 4 1 W, It aiqy 'A I il-)JI 111,,I- it, I [ ; j -Ily it v , 'It, + it, ' tiv` , i, "*Jn o%ir, , lhe , w";! NO, lfiOII01-Sedt, I- p,ew-nr Ixp ru11-t-tiI,IP't MiTek 1, lys wq lit," I (of 'I, it Aily - 11 , I lo I,;, -nl, ,W li o "'(11, 1 '-s,It+, I -, lT,)I 11,11 tsy flloir, oIf, I';0, I(Alve,ly, 'J'I"trol " Irvi I ;, I, inj c,I III JY's Ind tv),"Y11,11 ". -ANSIITPII QuoJily Criteria, DSB-" and BCSI Bulling Component 6904 Parke East Blvd Safety Information de -alai du lroti lrw. 11, it, I, N I -, S11t-I, Al,,), Iry Wei ',,'A 2?314 P1 33810 T60024 Tll RQOI Special Girder F, 1`979777S Builders -City- Flmnda '1-3566 7 64Q s Apr 19 2016 Wei, nIdus1,,e,I Inc. WO Nov 02 IS 57 44 2016 Page I IDYPdNv2JXSeH26WkHvoslYg24GmX-cot?QuhxtiXf-,)r5xgAabiUxUht_PI?10IT47ovJzpxyNcl-i5 1-0-0 7 2-4 13 10-0 20-6-0 26-10-0 33 0-0 3-2 12 3-9-4 1-0-0 5X6 = 6.00 '12 Scale = 1 7'->,B 4,16 - 18 1 1 16 is 14 ", - - 12 4x6' - 2A 7-2-4 W 7-24 PJT,t fe 6 v-s ------- vc LOADING (psf) SPACING- 2-0-0 TGLL 20,0 Plate Grip DOL 125 TGDI- 110,0 L.umber DOL. 125 BUL 0,0 Rep Stress Incl 1140 BGDL 10,0 Code FBG2014f1 Pr2007 LUMBER - TOP CIAORD 20 SP No.2 'Except' 6-8t 2x4 SP M 31 B0-1 CHORD 2x(3 SP No,2 WEBS 20 SP No,3 REACTIONS. (lb/size) 2=2466/0-6-0, 10=3703/0-6-0 Max Horz2z,142(t-C 6) MaX UplifJ12- 591 (LG 8), 10=-1093(LC 9) 2x4 700 -- 4A6 4x10 MT20HS - 20-8 0 33-0-0 40-0'0 2 6-10-0 6 20 7-0-0 3- 8 Q DEFL, n (10c) I/deti Lid PLATES GRIP T Go 0.77 Verl(LL) 0,34 14-45 >999 240 NIT20 244/190 BC O.89 Veil(Tl-) 083 14-15 >573 1810 MT20TiS 1871143 WEI 0.86 Hoiz(Tl,,) 0.17 10 Ilia Iva Matrix) Weight: 473 lb FT 20% BRACING - TOP CHORD Structural wood Sheathing directly applied or 4-4-15 oc putrins, BOT CHORD Rigid ceiling directly applied or 10-0-0 w bracing WEBS I Row at midrit 6-16 FORCES. (lb) - Max. Comp,/Max. 'Tort. All forces 250 (tb) w loss except when shown - TOP CHORD 2-3z,-4780/1082, 3-4=-4219/107914-5.,-,-4204/1104, 5-6--4210/1067, 6-7m10295/2880, 7-19=-10294/2880, 19 20=-1 0294/2880, 20-21 =- 102942880, 8-21 = 10295/2880, 8- 9=-7417/21683 9 10,-,-7468/2192 BOTCHORD 2-18=-996/4174, 17-18--996/4174, 16-17=996/4174, 15-16-=-2304/9231, 14- 15=-2300/9231, 14-22=-1810/6649, 13-22=-1810/6649, 13-23=-,-1810/6649, 23- 24=-1810/6649, 12-24=-1810/6649. 10-12--1867/6546 WEBS 3-18=0/265, 3-16=-580/328, 5-16=-779/3282, 6-16=-6213/1604, 6-14--93911431, 7- 14=-5031394,8 14=102814161, 8-12-21(730, 9-12=,-1871261 NOTES- ( 12) 1) 2-ply I russ to be connected together retwith 1 Od (0, 131 " xX) nails as toll ows: Top chords connected as follows: 2x4 - I row at 0-7-0 oc Bottom chords connected as follows: 2x6 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - I row at 0-9 0 oc, Except Member 7-14 2x4 - 1 row at 0-7-0 oc. 2) All leads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have, been provided to distribute only ioads noted as (F) or (B), UnIeSS OlhelWlSe indlGdted, 3) Unbalanced roof live loads have been considered for "its design. 4) Wind: ASGE 7-I0, Vut=l 39mph (3-second grist) Vasd= 108rnph; TGDL=4,2psf: BGDL=6,0psf: h=251t, Gat, III Exp B; Encl- GCp9---0, 1 8; MWFRS ( envelope) gable end zone, Lumber DOL=1,60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water ponding, 6) All plates, are MT20 plates unless otherwise indicated, 7) This truss has been designed for a 10,0 pat bottom chord live load noriconcmi rent with any other live loads. 8) ' This miss has been designed tot a live load of 20,Opst on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnernbers. 9) Provide mechanical connection (by others) of triiss to bearing plate capable of withstanding 591 111 uplift at joint 2 and 1093 to uplift at joint 10. 10) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model Was Used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 74 lb Lip at 27- 2-12, 159 lb down and 140 lb trip at 28-11-4, and 159 lbdown and 140 rb Lip at 30-11-4, and?77 ib down and 266 111, LIP at 33-0-0 on top chord, and 2003 ib down and 419 lb LIP at 27-2-12, 86 lb down at 28-11-4, and 66 ib down at 30-11-4, and 311 In down and 93 on bottom aiorO, The design/selection Of SUGh connection device(s) is the responsibility at others, WARNING, Vanity davgri P&IAH701014 and READ NOTES ON THIS ANO INGLUDCO MITEK REFERANCE PAGE M11-7473 rev, 10VVZ015 6EFORE USE, I-4< 1 r-(x illy wtth toil , , -r,n-Iov,-, tni" 1,IAOFI N I, to i Ny'4 'r, I, it n, I 1, for , In r( r 111, idol t. *% %r ( -Mt - 1i IA tt< J MR I hk,, ytto rr, ho(, *uHI,, t,kiik ii, "?,lo*IrY'I ...10 "44Y Iho q I 4i, ")kep, "t, „rIly 4" ''it ite 111t- I"IIIII, tit IIK„, "-foll iT Mek' 1, J 'I" noiol IA lI A,, -110 A Jingl tho ltoloIv+ leiiv,,fy"! IoI 11"nol'it", A huw-m-1 -,ANSI/711 Quality Criteria, DSB-89 and SCSI BuildfrigComporiont 6904 pwke East BNd Solisly Information crv. rikll 4(, from ltkl%,, rlijr, Jt,crJt1J,,, 2,ps IV I... 1i, Alex, nlilr ',,'A 22314 Tampa. rL 33610 780024 TII type Rf specwl Girder T9797775 Builders FlrstSrurce, Tampa plzmt City Flond'i 33566 7.640 s Api, 19 2016 MITek IndusIne, Inc Wed Nov 02 1!, t,/ 44 2016 Plite 2 I D: Y('dNv2,) XSeH2BW kHvoslYgz4Gtn X -sq 'QuhxhX0r5xgAat:nUxUht- Pj?a01T 4 7ovJzOxyNG F 15 12) " This manufactured product is designed as an individual building component, The suitability and use of this component for any pailicular building is the tespons(0i I itv of the building designer per ANSI TPI 1 as retereneed by the building code," LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber IpGrease-1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1-5= 60, 5-6--60, 6-8=-60, 8-1 1 =-60, 2-1 0m 20 GONGentlated Leads (lb) Veil: 8=-181 (B) 12=-31 1 (B) 19=-4(B) 20=119(B) 21=-1 19(B) 22=-2003(B) 23= 62(B) 24=-62(,B) WARAUNG - Verity design pananiat"s and READ NOTES ON THIS AND fMCLUDEV MITEK REFERANCEPAGE MY-7473 rev 10,10312015 BEFORE USE, oli I 1.. I uw :,t4y will, kill,*` , [III, A,,M ill I, t,xwd —I, j <avl i, I,., . 4, it), ilvl,luJl I qjil,finq H,f C1111, tlI ' 11" I"q, 4" uw, lh( I o+ rj,j d"",11"n mu,I 1,,Infy III,, ''I il I+ i "Ily q,, -11—t lto thm - nII, , th- "I"I ; W'A WIculolrl lk, c11-1 Is I'' I v--W tAwktllc7 4 ilvivt M'11 hIm WO, ond/—i h,,jA mowtr,ioNy A, 1. 11 1t411l- 1N' II mn, lent t,I f-J A-, I foi '144MY'll"A I" —Qoj'w With I - -0 *< I J—r,j itjw "I"i I't, ,j 'IIty, u Ilo, Xle Ii "J'A' I,H, 1 III,, lobli", ill-1, 1(,I. kfo,, J,4iv,-rv, )w, 11('11, inc! I voco lsi of tlrxrnzc III. I Ilu,%, —,eANSI/TPII Quality Criteria, DSB-89 and SCSI building Component Safety Information ova mlot*, from tIvs, P1 Ito lnditut,,, ?Ift N t-, 31?, VA nil ILM MiTek 004 Park. Ease Bled. Tamp., R 33610 T60024 T12 Hip 1 1 IJobRefFrence o.tiane! Bufldets FirstSwrce, Tampa Plant E', Ry. Floods 33566 7 6d6s Apr i@ 6Y 6 Mo ofkIndustr,as. Inc_ Wart Nov 02ta 5745 ID:YPdNv2JXSoH2BWkHvoslY a4UrnX-KOYo6lyKlizxZgUvyP'AOuudwP JLJ pi- Y_p_:—'---__ 1-0-0' 6-9-4 6-26-2^-12 1-5-0 6-2-12 6-3-4 6 o o It2 3x4 -- 3 c 3x4 TM;. 12 2x4 694 3 4,6 -'- 4x6 4 5 i110 9 3:x4 :--.3x4 -- 3x4 -::- 1480 201012 y LOADING (psf) SPACING- 2-0-0 CSL TGLL 20.0 Plate: Grip DOL 1.25 TG 055 TGDL_ 10.0 L_urnber DOL 1.25 BC 0.59 BCLL 0,0 Rep Stress tncr YES WB 063 BC.DI- 10.0 Gode FBG2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP N<o.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No,3 REACTIONS. (IbA ze) 2=1151/0-6-0, 7=1072/Mechanical Max Horz2=142(LC 12) May Uplitt2- 271(LC 12), 7=-230(LC 13) DEFL. in (Itc) Ullett Ver1(L#_) -0,1011 12 >999 Ven(TL) 02511-12 999 Hor7(TL) 0_09 7 n/a 3 x 4 6 T9797776 16 Page t 4oaie = 1:50 2 7 8 5xfi ', 2x4 4 1 PLATES GRIP MT20 2441190 Weight: 137 1b FT = 20 1, BRACING - TOP GI iORD Structural wood sheathing directly applied or 3-7-14 oc puriins_ BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. FORCES. (It,) - Max, Comp./Max. Ten. - All forces 250 fib) or less except when, shown_ TOPCHORD 2-,3=-1926/673, 3-4=-1332/545, 4-5=-1112/545, 5-6=-1331/545, 6-7=-1890/662 BOT CHORD 2-12=-506/1636, 11-12=-506/1636, 10-11_-226C1112, 9-10=-226/1112, 8-9= 493/1588, 7. 8 493/1586 WFBS 3-12=01288.3-11=-636/324, 4-11 1 3351, 5-9= 99f34f, 6-9--589i3©5, 6-8-Q1230 NOTES- (9) 1) Unbalanced root five loads have been considered for this design_ 2) Wind: ASCE 7-10Vuitr139rnph (3-second gust} Vasdi 108mph: TCDL=4.2pst; BCDL-=6.Opsf: h=25tl; Get. 11, Exp B, EnGl., GCpL 0.161 MW FRS (envelope) gable end zone and C-C, Exterir>r(2) Zone;C-C for rnembers and forces & MW FRS for reactions shown, Lumber DOL_ 1,60 plate- gnp DOL-1_60 3) Provide adequate drainage to prevent water ponding_ 4) This truss has been designed for a I O.O pst bottom} (-,hord live load noneoncurrent with any other live loads_ 5) ' This truss has teen designed for a live load of 20_Opsf on the bottom chord in all areas where a reetangie. 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to gader( s) for truss to truss connections. 7) Provide mechanical connection ( by others) of truss to gearing plate capable of wlttlstanding 271 lb uplift at joint 2 and 230 lb uplift at joint 7. 8) 'Semi - rigid pitcfibreaks with fixed heels' Member end fixity model was used in the analysis and design of lhis truss. 9) "This man Lit actu€ed product is designed as an individuaI building component. The suitability and use of this eolTaponent for any particular building is the responsibility of the building designer p,er ANSI TPI 1 as referenced by the building co(le." WARNING - Verify design parameters and READ NOTES ON THIS AND INCL,UDEO MITEK REFERAYCE PAGE MY-7473 rev, 1(110311015 BEFORE USE - I si It v,; At 11Iuso,Nywill .MlIk-*,'fa,k•t,rs It I;,,. I,so, 1n r, I v ls<I'Ny, it.;1rr ttiv,1, 4sh I it 1. I is I, L x, it tit it t i 111,;t,1l I tt +i It<rf r I'm) ki< [c* 1ea ,rt<t, tt;ca kxuiduxl Sc,u 7nc E I{Ist ,r+;airy fix 3S:`F It }t 1i1/ .:,t Sa s#.It' (g at.:nr < I<*Iti .1rt=3 fv ,I. c..rly in II .F rk thtti i, u<}n iI,I tit ie*I ill wl hair, #i[trl rieat,tu t#u=in l st tsSr <tl<ni,b Ivc**enitxtekiln,,I-=ftn.liykitrv.Ift. rs nEth nrnft^I:aI,,I flttrri rttxsi•,ni}.Fit#fif(,xi•4 len,t>r xtv an•ilxslrt;tl tent htr,t>;1 i N+'Le,r got; Ie,[ trtAltY toI# Iqr*nil Itrk sMill1 Batt J<aI 1 ,r rl Injury, ax I pr,.f c>,tv 1, 1,"xtJe f>r 1Itr ra,ar tl titk f,rr=„ rn, y 11< M x a the it to 111, ,tit 1, 1, I li, s.ry r.>[, x, It,,;"nt.:f I I,krl,yI of fill taus ro.I ftms YliolitS. 1 t>ANSI/1FtI Quality Criteria. DSB-a? and BCSI Building Component i 004 Parke Gast Pad. Safety Information Ov, ul<zL il,: from lour 11ate In tdur(' 2"kt 11 I oe S11,-I V-Il, 312, /+,X-in-Ati t ','A,`/3 1A. Taampa. FL 3.^a610 Job Truss Truss Type Uty l-ly T9797777 T130024 T13 H,i, T 7lo) Rfn( otn a- builders iatsvcTampa.e. 1,iCny. FF,,,d1 33566 7 40 , At 19 2016 MiTek Industries, 1rc Wed Now 02 15 57 45 2016 Page ID:YPdNv2,JXS012BWkHvoslYqz4GmX- KOYo6lyK[tzxZ(Iln9P?AOu(j(,'HP?MU21HOZ3WXOyN(,'r S-9-4 11-0-0 16-6-0 21 10-12 27 2-0 S 2-1 - 2--- 0 5-2-12 5-3-4 Scale = 1 4a 5 4x6 4 6, 00 Q 3x4 4 12 17 10 P 5Y, 6 Sx,i 2x4 3X4 IX4 3X8 2X4 3xi 2 MT20HS 5-9-4 11-0-0 16-8 0 21,10-12 27 Z-0 5-2-12 5-8-0 5-2 12 1Plate Offs j _ 4 - Ede ----- - -------- LOADING (psf) SPACING- 2-0-0 CS1, REFL. In (!0c) lloetf L,/d PLATES IGLL 20,0 Plate Grip DOL 1,25 TC 047 Ved(LL) -0,07 11 >999 240 MT20 TCDL 10,0 Lumber DOL 1 25 BG 0,52 V e it (T 1-) 0,20 9-11 >999 lqo MT20HS BGLL 00 Rep Stress (nor YES WB 033 i1c),7(T4 t 0,09 7 n/a Tva BCDL 10,0 Code FRC20141TP12007 (Matrix) LUMBER- BRACING - TOP cf-JORD 2x4 SP No.2 TOP CHORD BUT CHORD 2x4 SP No,2 BOOT CHORD WEBS 2x4 So No3 WEDGE Right: 2x6 SP No, 2 REACTIONS. (Ib/size) 2= 115110-6-0, 7=1072/MechanlGal Max Herz 2= 1 23(U, 16) Max Uplit12,---254(U' , 12), 7-212(i-(' , 13) FORCES. (11)) - Max, Gomp. Uax. Ten, - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=- 1958/C 6813-4=-1486/571,4-5=-1259/557,5-C)=-1475/567,6-7=-14()9165c) BOOT CHORD 2-12=- 513/1668,11-12=-513/1668,1011=-29Oi1269,9-10-,-290/1269,8-9,=-497/1607, 7-8=497/1607 WEBS 3-11 =-469/ 256, 4-11 =-58/380, 5-9=-52/36 7, 6-9= 416/241 Weight: 140 1b GRIP 2441190 187/143 FT . 20% Shticli,aal wood sheathing ddectly applied or 3.10-3 oc puflins. Rigid ce(lin( ,j directly applied or 8-1-7 PC placing NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vurt=139mph (3-second gust) Vasd=108mph, TGDL=4,2plsll BCDL=6,0pstl h=25tt, Gat. li; Exp B: Foci , GGpl=0 18, MWFRS (envelope) gable end zone and C-G Fxtelioi(21 zooe;G-C for members and forces & MWFRS for teaGl(ORS shownLumber DOL, 1.60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 Plates UNW" otherwise indicated, 5) This truss has been designed for a 10.0 pst bollom (,hold live load nonconcutront with any other live loads. 6) * This truss has been designed for a live load of 20,Opst on the hottom chord in all areas where a tectangie 3-6-0 tall by 2-0,0 wide w0l fit between the bottom chord and any other mernbeis, 7) Rater to girder(S) for t1USS to tYUSS connections, 8) Provide mechanical connection (by others) of truss to nearing plate capable of withstanding 254 (b uplift at joint 2 and 212 (b uplift at joint 7. 9) "Serot-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this floss 10) "This manufactured product i, designed as an individual building cornponer-il, The suitability and Use Ot this COMpOflont for any particular building is the responsibility of the building de signer per, ANSI TPI 1 as referenced by the building code." WARNING - Veify design parameters and READ NOTES ON THIS AND INCCUDEVA417EKRUCRANCE PAGE U11-7473m, 1""015BEFORE USE 0,a',Jnvolr l La t1 o o;4y With mil"k- ,<t7ti± l""', 'nk, uj11nn'l 1, 1-F dt) a, fivi rKil J'ASin, j ""Inj n 11, Im", Bolo u-, 11x, 1,kiti'llini l"ll' i V,Illy it,,, oj,f4i, 4,0dv "I nv I f' j,,Jiv in, q'+ Ito ohon, (r,;rvotv -,,ANSljTPll Quality Criteria, D$B,89 and BCSI Building Component MiTek' 004 Parke East Blvd. Tampa FL 93610 runs T97Q7778 T14 nip 1 1 Job rs F'mlSowce lamp" Nani City Florida 33566 7 640 F, Apr 10 2016 %T(,k Industries kw. Wed Nov 02 15 57T.46 2016 Page1 ID YPdNv2JXSeH2BWkHvoslYgz4GtnX-oD6A,JN7y305oA Jzj7WP7,6QpkPGGDWrFD04TqyNGH3 1 -0,0 4-9-4 9-00 13-10-0 — ------ 18-8-0 1-0-0 4-64 4-2-12 4-100 4-10-0 4-2-12 4-3-4 a LOADING (psi) TGLL 200 1 GDL 100 BCLL 0-0 BCDL 10D LUMBER - TOP CHORE) 2x4 SP No.2 BOT CHORD 20 SP Nci.2 WEBS 2x4 SP No-3 WEDGE Right: 2x6 SP No,2 4x6 _-- In 3x4 -- 4'(6 r. 5 6 3X6 = 5X6 3X8 302 NIT20HS SPACING- 2-0-0 Plate Glip DOL 1.25 LunIbet DOL 1,25 Rep Stress Inci YES Code FBC2014/TP12007 REACTIONS. (rhIsize) 2=1151/0-6.0,8=1072/MeGharliCaI Max Horz 2= 1 04(L,(, 12) Max UpIift2=--233(I-G 12), 91 (LC 13) Scale = 1 49 2 CS1, DEFT. in Joclr 11defil Ud PLATES GRIP T C 049 Verl(I-L) 0,13 2-11 >999 240 MI-20 244/190 BC 0,86 Velt(TL) -0,38 9-11 847 180 M1 20HS 1871143 WB 0.27 Hoiz(TI-) 0,09 8 n/a n/a Malnx) welghtL 134 If) FT 4 20% BRACING - TOP CHORD Sttuclwal wood sheathing directly applied or 3-1 1-2 oc purlins, BOT CHORD Rigid coiling directly applied or 7-10 7 oc bracing FORCES. fib) - Max, Comp./Max. Ten. - All forces 250 (11)) or less except when shown. TOP CHORD 2-3=-1924/695,3-4--16581574,4-5---1439/559,56=-1416/554,6-7=-1632/569, 7-8=-18541673 BOT CHORD 2-11=546/1662,10-11=-434/1591,9-10=-434/1591,6-9-519/1578 WEBS NOTES- (10) 1) Unbalanced roof live leads have been considered for this design, 2) Wind: ASGE 7-10, Vull=139mph (3-second gust) Vasd=10tkmph, TGD[-4,2psl; BCDE,=6,0pst1 h=2511t; (,at. It: Exic B, Encl_ GGpim0.16; MWFRS (einvelope) gable end zone and 0 C Exterioi(2) zoneIG-G for member,,, and forces & MWFRS for reactions Shown; Lumber DOL=1.60 plate grip DOL=1,60 3) provide adequate drainage to prevent water ponding. 4) All plates are. MT20 plates unless otherwise, indicated, 5) This truss has been designed for R 10.0 pst bottom chord live load nonroncurrent with any other live ]()ads. 6) ' 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 bottoin chord and any other mernbers, 7) Refer to qtrder(s) for truss to truss connections, 8) Provide rneichanical connection (by others) of tress to beading plate capable of withstanding 233 lb uplift at joint 2 and 191 Ib uplift at Joint 8, 9) "Semi -rigid pichbreaks with fixed heels" Member end fixity model was used to the analysis and design of this Miss, 101) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility Of the, building designer per ANSI TPI 1 as referenced by the building code-" WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDEOMMEK REFERANCE PAGE lifit-7473,ey, 1010"OISBEFORE USE. I I-sron "', Ak I r' q '1w ('I 'fy "'ir I [Ark* nn— 1, 1, Mv, I;, is t , ks- i "[V it,: 0I rt, hT1. :lf'i i, 1"I, .it; in ilvi, 111"l1I A M, lil'rl A 'q l" of n 'I ilim ... 1, w K+'(e u'o' 11 "l t x91It'i'l mkol th" Jl 10 , AAlly -1 8On"lo" .omit, 'I in 'll,, rie tl'r" ril- tix t<ai ill M1, MiTek' 4 r"'Cslrv<*rist oll' itw vJltlf ,,otini. Ayolld I lot"OvOom'),r" I-1 it,,, rot'i"(11iol" Aoloq"' doli" oly, cr, li"ll'rriJ ["(I, inq 'I Jl(l1',-,,jnd Quality Criteria, DSB-891 and SCSI Building Component 6904 Pate® East Bt,,d Fl- 33610 I M4777s TE30024 T15 Root 5peeirrl Girder 1 I Job F 7 W s Apr 192016MITok Indusino, Inc.Wed Now 02 15 57.47 2016 fla4 ID:YPdNv2JXSeH26WkNv,3slYgz4GtnX-(:,PgYWI i(IJDto7Li9Gqle6Jz QCIF4yp9,,AUtY( 12 97 2 1-0-0 5-6-4 4-10-(2 3-4-0 1 P 4 3-7-12 3,2-12 3-34 Scale = 1 48 6, 4 14 IJ 1 1 2.4 3X4 6X8 1014 10 7-0-4 20-8-0 4 -1()-12 6 a-4 3-7-12 LOADING (psf) SPACING- 2-0-0 CSL DEFL. In Ioc) I/dep Ud PLATES GRIP TCLL 20,0 Plate Gnp DOL 1,25 -1 C OA2 Bert(!-L} 0" 15 11-13 >999 240 MY20 2441190 TCC,1I_, 10,0 LUmber DOIL 1,25 BC 0,42 VeO(T Q -036 11 -13 tI92 lao BOLE 0.0 Rep Stress, Inc[ NO WB 0,90 Ho!z (I L) 0,07 9 n/a Ws BCDL 10.0 Gode 1`13C2014/TP12007 (Matrix) Weight_ 162 1b FT = ?0". LUMBER- BRACING- TOPCHORD 2x4 SP N(3.2 TOP CHORD Struclutai wood shealhing directly applied or 2-8-2 oc purfins BOT " HORD 2x6 SP M 26 BOT CHORD Rigid Golfing dileOiY aPPhod or 9-3.15 oc bracing, WEBS 2x4 SP No.3 REACTIONS, ( Ib/size) 9=2378/0-6-0. 2-151210-6-0 Max Herz 2= 11 8(LC 8) Max UpIifI9=-748(I-C 9), 2=-374(1-G 8) FORCES, ( lb) - Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2755/630, 3-4=2364/647,4-5=-2328/634, 7, 8-413111294, 8-9-4097/1307 1301- CHORD 2-14=-56712387,13-14=-58712387,12-13=-857/3444, 11-12=-65713444, 10-11--962/36582, 10- 15=-1074/3471, 9-15--1074/3471 WEBS 3-13403/233,4-13=465/1795, 5-13=-2009/697,5-11=-236/446, 6-11= 320/312, 810=-103/ 261 NOTES- (10) 1) Unbalanced roof live, loads have been considered for this, design, 2) Wind: ASCE 7-10: Vult=139rnph (3-second gust) Vasd=106mph; TGDL.=4,2psTj BCDL-6.0psfl h=25h, Cat, 11; Exp B,: Encl- GGpi=0,18; MWFRS (envelope) gable (aid zone, Lumber DOLr1,60 plate, grip DOIL-1 .60 3) Provide adequate drainage to prevent watt" hooding, 4)This Truss has been deigned for a 10,0 psf bottom chord live load n(InCOI)CLIlief1twith any other live (oads 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 dhotd and any other rnernbets, 6) Pfovido mechanical connection (by others) of triiss to bearing plate capable of withstanding 748 If) uplift at joint 9 and 374 Ib uplift at Joint 2. 7) " Semi-ii9id ptchbreaks with fixed heels" Membet end fixity model was used In the analysis and design of this Ipiss, 8) Hanget(s) or other connection device(s) shall be provided stiffloteni to support concentrated load(s) 1236 Ib (town and 362 Ib tip at 20-8-12, and 44f lb down and 236 lb tip at 22- 7-4 on bottom chord. The desigrfsele ton of such ionnectlon device(s) is the responsibility of others, 9) In the LOAD GASE(S) section, loa0l, applied to the face of the truss are noted as front (F) or hack (B) 10) "This nlatRitactuted product is designed as an Individual hoilding comporterlL The suitability and use of this Goinporrent for any particular building is the responsibility of the Wilding designer per ANSI TPI 1 as, referenced by the building code," LOAD CASE(S) Standard 1) Dead + Roof Live (bglanGed): Lumber lncrease=1,25, Plate increase-1,25 Uniform Loads (pit) Vert; 1-4,- 60, 5-7=-60, 7-9=-60. 2-9=-20 Continued on WARNING . Verify design Parameters and READ NOTES ON THIS AND WC1. UDED WFEK REFFRANCE PAGE M11- 7473 - 10,'03,20 15 BEFORE USE, Ihi, 1, -I ) I, 1, t 1. 1, Fll Y if r 1, 11 R "- 1, 1', I I, I, " ',)I) i, i A k 1, , I I fit,, I , moil -,r ,,I, g, V, 41 i ("I t I"", ,,ty ,III, N11 1,* 1, ;ljll N4-wuw MiTek' i)q- I f0l 11,11 41ty Z'l I" I will) iojulvor, I j f"p"IN tlin,k,w A QualityCriteria, DSS-0 and SCSI Building Component 6904 Parke EW bod Safety Inf0fMotIon0V4,Ak' p-11, IIkI,PI,)W trtrtiti tkr. ?ilea rI Ts 'va FL K3,610 jot) Truss Truss Type oty Ply T60024 T15 Root Spocial Glide, 1 1 ID:PiNv2,IXSeWJob pRte1f9er2enc67W) s A0, M,Tek ind.srwInc_Wed No, 02 15 S7 47 20!6 Flq( Ykvos[ Ygz4CiX-GPjYWI 2 aqJDfo7t 9(. qle(,Jz?OC)Ryp9aUtY(l?GyNCHf. LOAD CASE( S) Standard Concentrated Loads ( 1b) Veit: 101236( B) 15---445(B) WARNING - V01t(ydesign pacI~Qr*4nCfREAD NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11,7473 to, 1010312015 BEFORE USE, Ie M,ti v, lh, i r'r us,, ol,ly 01t, Mik* I, ^Ah)f I r, I I I'll, It ,Wvtft Il 1414, 14,1) , -lq—t-rl I, tv A brill I"j,"ry ow 41-1ol" III,, hull. Vn I,ss lk* Ijqf, No,ri,, t It Or, -I I"d i, I' It Iwklivlrrr+f gat I "It ol li"+ik I, It tnNs wol,- rl 1/-1 -ry +$ Ill fsl I) t -I, ,"I Y i,,- A I ml; -i, tly li, I [Mi, I, III, 'It tv(, , Ilvj MiTek I,It'll( oll,4, w-W,, '' llxl t*)"Inq 'l lm%ws .in, I I-,,ANSVTPI1 Quality Criteria, D5449 and RCSI Building Component 6404 Parke EAS1,9t'd Safety Information ov(Alol,kf- m rmMWI Incttluks, ?III H, le<= SIteot. /Qex,AAtil, VA rL 33610 Job "Truss Truss Type Oty Ply T84024 !ti6 iCommon 21 T979'7780 FestSource`V`ampt7 F'lani Giiy, Florida 3T..i6G _._.._ 7.640 s Apr I9 2016 M,Tek Inemtnes Inc. Wed Nov 02 if 57.47 2016 P at}e i ID_YPdNv2JXSeH2BWkHvosiYgz4GrniX-CIPgYWj.. tq,lDto7ti9G(I1e6JzOhC,liXy?FiUtYd?GyI, 1.0-0 5 5-4 4-10-12 4-10-12 5-5 4 44 --- 4 2x4 3 2x4 ( 5 Scale_ 1.36-8 r 3x4 .== 3x4 = 3zR = 3x4— 7-0-13 13-7-" F.o LOADING(pst) SPACING- 2-0-0 CSL DEFL. in Uc) /deft Ud PLATES GRIP IGLL 20.0 Plate Grip DOL 1.25 TO 0.34 Vert(U) 0.07 6-7 >499 240 MT20 244/190 1GDL, 100 Lrirob(erDOL 1,25 BC 0,54 Ved(TL) -0,20 67 .>999 180 BGLL 0-0 Rep Stress Incr YES VVB 0 19 Nor2(TL, 0-04 6 n/a n/a BCiDL 10.0 Code FBC2014/TP€2007 (Matrix) Weight. 93 lb FT 20% LUMBER- gRACING- T«P (>tORfD 2x4 SP No.2 TOP CHORE) Sfrucfurai wooti sheathing directly applied (r 4-6-5 oc pwkns. BOT CHORD 2x4-SP lira-2 BOi CHORD Rigid ceiling directly applied rat 9-2-1 oc bracing. WEBS 2x4SP No-3 REACTIONS. (fb/size) 6=812/Mechanical, 2=891/0-6-0 Max Hot z2=117(LC 12) Max Upli%t-181(L,C 13), 2=-218(_G 12) FORCES. (lb) - Max Comp./Max. Tan. - All forces 250 (IN) or less except when shown. TOP CHORD 2-3--1396/512, 3-4=-1229/509, 4-5-1256(521, 5-6— 1415/527 BOT CHORD 2-9=-379/1178, 8-9,--167/799, 7-8--167rT99, 6-7=-39711219 WEBS 4- 7--173/494, 5-7--314/260, 4.9=-153/454, 3-9=-285/2.45 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design 2) Wind; ASGE 7-10-1 VUIt=139n7ph (3-second gust) Vasd=108mph; TC DL= 4.2psf; Bt DtU 6.opsf; h=25ft, Gat. tl; Exp B, Enci., GCpi=0_18; MW FRS ( envelope) gable and zone and G-C Exterior(2) zone;C-C; for members and forces & MW FRS for teaations shown; Lumber DOL=1. 60 plate grip DOI-=1-60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurnent with a ny other live loads. 4) ' This truss has been designed for a live load of 20.0pst on the bottom chore/ in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Pieter to gitdet(s) for truss to Ifuss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 b upiitt at joint 6 and 218 Ib upSitt at joint 2. 7) "Serni- rigid pitchbreaks with timd heeais" Member end fixity model was rased In the analysis and design of this truss. 8) "This manufactured product is designed as an individual building a©mponent. The suitability and use of this component for any pairGU€ar building is the responsiblRy of the tbuslding designer per ANSI TPf 1 as referenced by the building co(le," WARNING Veafy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M0,7473 rev, 10/03120f S aEFORE USE 1'a i Sr'voli 1 I-, r,e <:ydY will, r pan Hr ivl fez al r IN Rn7 .. a kar. e tiyrk.nr Eie(,ier u+ tfx Yu of ft t lrucrnz inrri',:c alN Ih,' of I'll, ,zt 91ik'f fa 1,7nt•;m at k s, xaJ (v ,t a'il`f 6a I x,i 5ter ti 1 r,rr, Oaf th ,ve>r sil txtl6 Antic tha i;dtr fi.k-nar) AuSteuie' f i4ln prt-avnia! f ackiin t t ti NvF,Srr aE tr.azs a cah t raft I' f in<aadx^rs<,nly. F k tiia,n at i<rr t w aEr` Ana 1 iv na'.airent f r-r mtr l ., i IiW* tj Sf 14Ntf`ff liv Si kr'i14IJ 1ri 11 r4"!<^t'Vf Ir, ltiE' Willi; 41e+ii it Injuly'lFt,l I`(s?I K,ily .I, iftt}f,r i'I i,'.laei}I iiS14<S the ., (<xs r<:7r<i{r N..}lfxa t.rbot ofrcna, sI f'lg , (I' it„eay =iw, ii"' alai tv x n,t ^f hi"'oa ;e ANSUTPII Quality Criteria, DS&-84 and SCSI Building Component 6904 Parks Earl 61vd. Safety Information 07,,Aintde tn,m ftm:.11,0e irnlitut-, 21, N I.;e 51.: c t .valta3`'i. Nex,It;dn a. VA 2:t.;14. Tatnf,.a. F0 T3610 T Fuss Truss Type T16T Rocif "Pe0al T9797761 ssl 13566 7.640 s Ars, 19 2016 Wok Indu0nes Inc VVEW Nis,Q? It> 51 4s I D:YPdNv2JXSPH2BW kt-ivosiYqz4CriiX-kt Ewk2?CadLWOk iTLqYZto.XW6xcyfhP 9-20 10-4-0 14-3-0 1-00 4 10-4 -31 F T 76__-_ -_Y_T_o 3 11 t1 2-6-0 4x6 - 3X4 - 4,x6 -- 2x4 2x4 3x6 --- 10 4 0 18-2-0 4,10,4 4-3 12 1-2-0 LOADING (psi) SPACING- 2-0-0 1 CLL 20-0 Plate Grip DOL 125 TGDL 10,0 Lumber DOL 1 25 BGLL 0,0 Rep Stress lnc, YES B(',FjL 101, 0 Godc FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No,2 BOT (,HORD 2x4 SP No-2 *Except' 4-13: 2x4 SP No 3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=855/Mechanoal, 2=859/043-0 Max Hot z 2,-.- 11 8(LG 16) Max Uplift8--190(LG 13), 2=213(U' , 12) I ICHI Scale = 1 38 6 CSI, DEFL, it) tioc) I/deft Ud PLATES GRIP IC O70 V0(1_1_) 0 16 10-11 ,999 240 MT20 244/190 BC 0, 87 Vets(FL) 0,49 1011 >503 180 WB 0, 37 Hotz(11) 0,14 8 nia n/a Matrix-M, Weight, 109 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-7 crc cuthns BOT CHORD Rigid oeding dItectry applied or 10-0-0 OG bracing, Excerpt 9-4- 4 oc bracing; 10-11 6-0 0 no bracing: 9-10. FORCES. (to) - Max, Comp./Max. Ten. - All farces 250 (lb) or less except when Shown. TOP CHORD 2-3= 13221468, 3-4=-1 1162/457,4-5--993/432, 5-6--1044/405, 6-7-1365/541, 7-8=- 7721314 BOT CHORD 2-14-34611128, 11-12=-232/967, 10-1 I= 389/1221, 6-9=-199/520 WEBS 12- 14=-332/983,4-11 -359/253, 5-1 1-284175r), 6-1 1=-4141266 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10 ' Vul,139mph (3-second gust) Vasil-108triph, TGD1_=4,2psf; BCDL=6.0psf, lik25a, Gat. 11, Exp B, End_ CGpi=0,16; MWFRS (envelope) gable end zone and C-C ExleTiot(2) zone:C-G tor members and fatces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOLT 1,60 3) This tiUSS has been designed for a 10-0psf bottom chord live load nonconGunent with any other live loads. 4) ' This truss has been designed for alive load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0, tall by 2 0-0 wide will fit between the bottorn chord and any other membefs 5) Refer to girder(s) tot truss to truss connections, 6) Provide mechanical connection (by others) Of IrUSS to bearing plate capabip of with-sbmcling 190 to uplift at joint 8 and 213 lb uplift a, joint 2. 7) " Semi -rigid pirchbreaks with fixed heels," Member end fixity model was used in the analysis and design of this truss, 8) 'This manufactured product IS designed as an individual building component. The suitability and use, of this component tw any particular building is the, tesponsibilly of the building designer her ANSI TPI 1 as referenced by the building code," A& WARNING - Verify design parametersand READ NOTES ON THfS AND INCLUDED MrrEK REFERANCE PAOIFAV-7473rev , 101OW015REFORE USE, 1). sign .oWl f"I i", , vsrh Nfl,*nn', his ras iz, i ')F-i <'Nyuj -1, 1, it 'h''Wil, •)n, 101 t, 't In to jjs+lit,J I tokills) ,I'q "nnt t"t I nim, YSIN' ,sm s qo mw, rt. tuirik,,l iom, M11 a -A, 9! 1 1U, M-11WI il 4MiTek t"ItI. Itnq "4on ni"' s4l'iin,*1 fl,, I Is t,, I -%1,1-,t I P*111,rj "I it" A's;i 1, 1, it far,, -A - , chit I -'Is A4V A. i ifi, n, rt ionij '+ MV , A , 11 In"lit I NM is, 11-3ys F-Inilo, I I" i, srA dlity, it i, $ rI re v(,0 , "if, 4 "x-mit, I -,tiA 1e 1 4-1")1 irk lly of'. I I ,, 1, afy, J, III" I , it iak 1, it,, " Ioj 11, M ,I it,,, r, Ali, cflkx. si. r 1t3c. ,ie if on' ere c It,,,, ornI tolnq of hut-s gi I rjusssysr,,i i is, i!,,ANSI/TPh Quolitty Criteria, DSS-419 staid SCSI Building Component 6a04 Palke East EiNd Solely Information irsloilol 4<, I-11) Reuss 1'1v)fo Insfit" i'% 2 I is N I-, Sit., k ;uric 3 1;/\c -Y,,n in, i. VA 14 Tr -pa FL 33614 T9797762 Jab — Truss 'Truss Type TR0024 r171 Root Special JobReference a tona irstSource_ Tampa, Plant Cdty Florida 33566 -_ 7.640 5 AsArr192016W-k Industries- Inc. Wed Nm 02 15 97.49 2016 1 1D YPdNv2JXSet-f2BWki-+vostlgz4C mX-CooJxO'gLxUN1R2Y0F468k2Mtr3JWQsgtxBl 1-0-0- — 4.10-4 — 4-3--12.. ,--.-1.2-0 3110 3-11p...-_._260 ._..__.1-0-0 4x6 -- A 5 i X8 -. : X4 iX4- 4xe -' 2x4 3x6 4-10-4 9-2-0 10-4-0 18 2-2 ?O-Ei-tl I— n LOADING (pst) SPACING- 2-0-0 ICU 20,0 Mate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 BOLL 0-0 Rep Stress Inci YES BCDL 10.0 Cade. F€?f 20141TP12007 LUMBER - TOP GHORD 2x4SP No_2 BOT CHORD 2x4SPNo.2'Except' 4- 14: 2x4 SP No-3 WEBS 2x4+SP No-3 REACTIONS. (lb/size) 2=85810-6.0, 8=916/0-6-0 Max Horz 2=108(1-G 12) Max U0tllft2=-213(LC 12), 8--220(LC 13) Scale m 1:39.4 CSL DEFL, n Irr)1/dell Lid PLATES GRIP TC 0,158 Verl(LL) -0,16 11-12 >999 240 M 20 244t190 BG 0,83 V(,jl(TL) 0_4911-12 509 16f? WB 0,37 Horz(TL.) 0,14 8 Na tva Malnx-ivt) Weighi: i1I I 0T -, 20`"l0 BRACING - TOP CHORD Strrcaural wood sheathing directly applied or 3-4-8 or; puilins. BO T CHORD Rigid c.61ing directly applied or 10-0-0 oe bracing, Except_ 9-8-7 oc bracing: 11-12 6-0-0 oc hracing: 10-11, FORCES. (lb) - Max- Comp.tMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-,3--13201470, 3-4— 11601451, 4-5M-9911427, 5-6=-10411401, b-7--1358i5:34, 7-6=-756/319 BOT CHORD 2-15, 323(1126, 12-13-- 2061965, 11-12=-36011215, 8-1O=-1811506 WEBS 13-15=-310t982, 4-12360 250, 5-12= 2t§0(755, 6-12= 4091283 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASGE 7-' 10; Vult=139rnph (3-second gust) Vasd=108mph; TGD=42psf; t3CDL= 6 Opsf, h_=25tt; Cat, il; Exp B; End_ GCpi=0Tfl1 MWFRS (envelope) gable end zone and C-G Exferior(2) zone;G-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 pst bottom chord live Toad noncon(oitrent with any ether live loads. 4) ' This truss has been designed for a live load of 20.Gpst on the bottorn chord in 0 areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other rneinbers, 5, Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ib utJift at joint 2 and 220 lb Uplift at joint 8. 6) °Semi -rigid pitchbreaks will) fixed heels" Mernbee end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The stuitability and use of this component for any particular building is the responsibility of the brdlding designer per ANSI TPi 1 as referenced by the building code.° WARNING Verify design parameters and READ NOTES ON THIS AMC INCLUDED AfITEK REFERANCF PAGE Mtf- 7473 rev 1010372015 REPORIF USE k u to :_: !k 1 t i n a ivly ;vlth n,iif< k . ,rn x= 1 ,is lliis 1e car;n tt t» rxx 7 ttiY iD'= n I rt ar n<=Ei € sh lr n, 111 i, r,l ,4 i ti i f . ti t..td• I+r t 'rnl r I t rr.:,t .. aFnisasyskni fktate: rase.tfx^txtit#rl,k.,ktn rnuslF`ntythe.tr{d rkutktvd f Uipi(srrtmef iti.a,-itvf`*' tlgin it a7tr=lhi~ f u«niitl Ih ea tii t 31{i-1Vili}th Sit3t1, tU a.N'ii}t EfMif:illE.{Il tt I)rf31`"(}I rule- kal[ilk "rilT;fIl9Cii tt lilit4 . t't` til tf E ':ii`[i EitsETirk'f3'n1Y- F\t SI(ii li]i 1fN}ll urt k(y'lil.ifx.1{Yt,It (tnt tit Ir tCl} Mi Is rth -tys re 1 at, 1 k:c t itdttiY -xl S t i it eerrlt J4 y> u.1 ill t vlihlt t rr Jl 9 x nxi rxut n liv 4 nh nto (<;i ,.x,,•,r il ;rSd xl c• i<tI}cxr 4ito,t Ih, inst of InE`~,es and h,nz slcros, x c=ANSIzTPlI Quality Cttteno, D? B-89 and SCSI Sullding Component 6904 pwke Eris Blvd. Safety Information dv Alot tie horn Iri%ttktle, ?W P7 1 ue Stic t 3tl lea 31? Ne=x. ancln a. `A 2'L3a A Tampa FL 33610 I979MI3 TB0024 T16T Hip arF F,,siSource Tampa_ plant cry. Florida 33566 7.640 s Apr 19 2016 Wei, IndusItel,, Inc Wed No02 16.t,/ 4r) 2?016 I ID: YPdNv2,JXSe[12BWki-ivoslYgZ4GmX GooJxO7qt.,xUNlR2YOF466k2HBOKm(-)sqtxBI 1- 0-0 4-9-4 9-0 -0011-814-11-0 18-2.0 20-80 21-6-0 10-0 4-64 4-2 12 2-8-01 33-0 3-3-0 2-6-0 1 -0-0 4x6 -- 5X8 Scare = 1 38 5 3x4 = 4X6 - 2x4 2x4 3X6 =- 4-g-4 9-2-0 11-8-0 a-2-0 20 tr 0 A_QIA 4, 4 1,1 2-6 0 C-6-0 2-60 LOADING (pst) SPACING- 2-0-0 1 GLL 20. 0 Plate Grip DOL 1,25 TGDL 10,0 LuroOer DOS 1 25 BUL 0.0 Rep Stress Incr YES BGDL 10.0 Code FRG2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOFCHORD 2x4 SP No,2 Except' 4-14:2x4 SP N(.),3 WEBS 20 SP No,3 REACTIONS, (Iblsize) 2= 861/0-6-0,8=91210-6-0 Max Herz 2=- 96(LG 13) Max UpIrt12=-203( I-G 12). 8--208(1-G 13) UEFL. to (1m) Vdpfl TC 066 Vert( LI-) 0,11 11-12 1,499 BC, 0,75 Vert(I-)-0,37 11-12 676 VVB 037 Hotz( TL) 0,13 8 ri/a MaTrIx M) BRACING - TOP CHORD BOT CHORD FORCES, ( lb) Max. Comp./Max- Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1338/468, 3-4=- 11311431, 4-5=-9641425, 5-6z-1 149/425, 6-7=,-1447/546, 7-8=-831/ 333 6(',)T CHORD 2-15=-324/1144, 4-13=-59/274, 12 13,---169/982, 11-12=-36211305, 8 10=- 195/578 WEBS 13-15,-- 307/984, 5-12= 711,120, 6-12-395/253 Ud PLATES GRIP 240 M-1` 20 244/190 160 rVa Weight: 109 lb FT = 20% Structural wood sheathing directly applied of 3-6-5 oc pliflins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-5-12 oc bracing, 11 - 12 6-0-0oobracing: 10-11, NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7 10; Vull=139mph (3-second gust) Vasd=108fnphl FCDL=4,2psf, BCDL=6.Qpsf; h=25ttl Cal. III Exp B; Encl_ GGpi=0,181 MWFRS (envelope) gable end zone and G-C. ExIenor(2) zone,C-C tot rrfernbet5 and tofccs & MWFRS for reactions shown, l-Urnbei DOL-0,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.O pst bottorn chord live load noncomuuent with any Oiler 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 tit between the botrom chord and any other inernbeis, 6) Provide I-riecharrical connection (by others} of floss to hearing plate capable of withstanding 203 ib upirtl at joint 2 and 208 Ib uplift at 101nt 8, 7) "Serni- rigid p( lchbreaks with fixed heels" Mernber end fixity model was used in the analysis and design of this truss. 8) "This manufar-turcid product is designed as an individual building component. The suitability and Use of this cornponent tot any particular building is the responsibility of the building designer per ANSI TF11 1 as referenced by the building code." wARNwo - verity design parameters and READ NOTES ON THIS AMC INCL UDEO AIJITEK REFERANCE PAGE U11-7473 rait. 1010312015 BEFORE USE. 0,Y%Jyl V, Ail I 1 I -nry 'Ath rAil, r m- I, rs 11 Is, 1s I < m "'I ( il •V I it -11 1 11, ll, ,+,J% J I , 1, 1 IsI, i A, indivr k i, A t x4 firm? , 'fill , 4" 0 1 it 'I Nil' I l ru" sr"fonl b"A'a'! u4 th" tOldiixl ion';Ix't l'u'l " frty the 1140, , A 4MV <4 - I Y W 1111t t, on,::I ( I, r x,Ily A " " l; w tlo ti 'N , 1, 4, 4, , inl, 11 lt ;1, )I,, t " 91. Ili") jot,Jtl, tits, Jl }j it l, ik" It, 'j r, t(' [,wV,,t,l t wktu,l "t A%i, Vvi lilt A hu" ,,,A it " i/l "I + i , , ml -, , .1 1(y & I th, " i, )I "i Ity il -A I 'I i i " )I , it k, ;1,ji MiTek' IIOIW M 1, f for 'I'll 41ifyol"I Fft 'Ith riAvy'lil'I i'l-l"Ov loin. yrl, f0i It"" it'l k " 6904 Parke East Blvd sp,togo, (ire(w -Woly, (I[r, or ate ,-ANSI/TPIIQualityCriteria, DSB-89 and SCSI Wilding Component informationSafety h-1r, 2Jrl rl jsee ',Srr,, MSttttc312, As x, In< RV l, V/1 14 Tiri4xi FL 33610 T80024 T19T Hp lq7q77E'4 as FffslSource Tampa Plant City. Florida 3356G 7.640 5 Apr 19 2016 M.Tek InduStnes Inc. Wed Nov 02' 15 51 W 2016 t'rrr iL):YPdNv2JXSeH2BWkHvoslYoz4GinX-g Mh9k0S6EcEtbdkyybLIybV 00411LOArml 7-0-0 9 2-0 13-80 182-0 19-1 12 20-8-0 21-80 2 2-0 4-60 4-6-0 0 11-12 1 (5-4 1 0-0 3x4 4 4x6 = 3x6 - 3.4 - 20 3,* 3X6 - 7 0_0 LOADING(psi) SPACING- 2 &0 TGLL 200 Plate Gnp D(:.)I- 1,25 T("DL 10,0 Lumbef DOL 1,25 BGLi- 00 Rep Sties's 41,t YES BCDL 10,0 Code FBG2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP N(,,2 Except` 4-14:2x4 SP No-3, 6-10: 2x6 SP foo.2 WEBS 2x4 SP No-3 CST- DFFL. TC 0,47 Veil(LI-) BC 062 Vefl(TL) WB 0,41 Hofz(T L; Mal lIx M) REACTIONS, ( Ib/size) 2=67710 6-0,8=896/0-6 0 Max Horz 2=77(1_(' , 12) Max Upllft2=- 188(L G 12), 8=- 1 86(L G 13) Scale = 1 38 5 in ( lot;) Vdefl Ltd PLATES GRIP 0, 09 11-12 999 240 MT20 2441190 0 23 11 1 12 999 180 0 12 8 t I/a n/a Weight 1061b FT 20% BRACING - TOP CHORD Sifurtural wood sheathing directly applied or 4- 1 - 14 oC purlinS BOTCHORD Rigid ceiling din,,01y applied cr 6-0-0 oc biacinq, FORCES. ( 11b) Max, Ct-wnp./Max, Ten. - All forces 250 (ib) or less except when shown, TOP CHORD 2-3- 1202/386, 3-4=-1380/493, 4-5=-1210/444, 5-6=-1366/442, 6-7-965/338, 7- 8=-859/287 BOT CHORD 2-15=-211/988, 12-13=-316/1416, -11112=-663/2070, 10-1 1=-2711119, 8-10=-157(607 WEBS 13 15-163/994, 3-13=- 1571690, 4 12,-3241123, 5-12=16/336, 5-12=- 8931415, 7-10=126/337 NOTES- (8) 1) Unbalanced toot live loads have been Considered for this design 2) Wind: ASCE 7-10; Vtflll 39niph (3-second gkiSt) VaSd=l 08TTIph; I CDL=4,2psf; BGDL-C),Opsf; h=25tt, Gal, 11; Exp B, Encl_ (!Gpi=O. 18; MWFRS (envelope) gable end zone and GC', Exterior(2) zoneIG-C for members and forces & MWFRS foT reactions shown; Lumber DOL-1 .60 plate g6p DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 psi bottorn Chord live load nonconcutient with any other live loads 5) * This truss has been designed for a Ive load of 20,0psf on the bottom chord in all ateas Where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other membefs, 6) Provide mechamcal connection (by (0ets) of litiss to bearing plate capalcie of withstanding 188 In uplift at joint 2 and Ift, lib uplift at Joint 8 7) " Serni-rigid pitchbtleaks with fixed heels" Member end fixity modef was used in the analysis and design of this Truss, 8) "This manufactured Pf0dUCt is designed as an individual biAlding _-omponent. Thesutability and use of this component for any ParliGUIet' building IS the IeSPOnSibility of the budding designer per ANSI TPI 1 as referenced by the building code." WARNING -Varify design pamnnidefsand READ NOTES ON THIS AND iNClUPEV UITEK RIFFERANCE PAGE Mll-7473 rev. 10/03,2015 BEFORE USE I -,iqi, I voli for ,I I y with Mit"k 'nT - I-i Itus j,"foo i, I , i, Idt trues tr-, It 1,? t A At, it; l I, qqnoi swel -nty jh, Jjf 4i, 'A'011y ,I, I, , kill 0,*(; orj ly it,", it Ito I 'i, , hn j t it I, lh "v" lr.!mellwntl( r Er3x MiTek ANS(jTPII Quality Criteria, DSB-a? and BCSI Building Component 6904 Parke F061 BfIld Safety Information 11,(ilkrt+ 1win imv, i1i'll" 218 N, i-'AwO, ,uite 31, Noyof, Alo, 11A 14 Tw,,pa FL 33610 T9797785 T60024 T20 F HIP GIRDER 1 I.ioh Reference (cxotinnaf7 irs FtrstSnurce Tampa Plant Cny. Fieudl'3'356C5 7.640 s Apr 14 2056 Wilk In iistnas. Inc. oc No, 02 15 57 55 <,t agez ID:YPdNv2JXSeH2HWkHvcs[Ygz4GtnX-8Aw3M414tYk5HIGwVcubaC.98f4glbunF9PVWg8lYNGH 1-0-0 5 0-0 9-2-0 12-3 4 15 6.0 18-2-0 --- -..20-8-0 - 21-8 0 4.2-0 _. . 0.1 4- , 41 ...__._._._-- 4-6 Q - 216 1-0,0 5x8 scale = I"Is 5 3x4 -- 2x4 I; SIB 3a4 = 4x6 - 3x4. 2x4 3x4 -_ LOADING (psf ) TGLL 20A) TGDL 10_0 BUL O'D CD[- I0.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOt 1.25 Rep Stress InGr N0 Gode FBC20141TIP12007 LUMBER - TOP CHORD 2x4 SP No.r BOT CHORD 2x4 SP No.2'Except` 4-15,10-11: 2x4 SP No_3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1357/0-6-0, 8=116710-6-0 Max Horz 2= 58(1-0 27) Max Upfift2=-395( LG 8), 8=-270(LC 9) 123-4 15- 8-0 182-0 DEFL. in to(,') lide` i I_?d PLATES GRIP TC: 0.57 Vert( ILL) 0.10 15-16 >999 240 M1120 2441190 BG 0-60 Verl(' TL) -0,24 15-16 a999 180 WB 0,32 Hor7( TL) 0.09 8 1Ifd 111a l tnx-M) Weight- 204 Ib F r = 20`.v BRACING - TOP CHORD Structural wood sheathing directly applied or 6-u-Q , DUORS, BUT,' CHORE) ig;d Gelling directly applied cli 10-0 0 oc bracing- Except: 10-0-0 oc bracing: 11-12 FORCES. (lb) - Max. Gomp,/Max. Ten- - All tortes 250 (Ib) or less except when shown. TOPCHORD 2-3=-2455f740, 3- 4=-352911084, 4-5 28241822, 5-6=-2824t822, 6-7=-20661546 BOT CHORE) 2-16=-63212126, 16- 26=-1561511, 15-26= 1561511, 14-15= 781312, 4 14=-156(319, 13-14 =-106313638, 12-13= 42411834, 11-12=-42611822, 7-11=- 359t1452, 8-10=-821370 WEBS 14-16=-4,93/1659, 3-14 464(1534, 4-13=-9531330, 6-13=-4121119U NOTES- (11) 1) 2-ply trrlss to be connected Nether with ?Oct (0,131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at O 9-0 oc- Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc- Webs connected as follows: 2x4 - 1 row it 0-9-0 oc. 2) All loads ate 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 corinect.ons have been provided to distribute only leads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASGE 7-10, Vu4=139mph (3-second must) Vasd=loftph; TCDL=4,2psf; BCDL=6-0psf; h=25ft, Gat. ( i; Exp B, Enci. GGpi=O-18, MW FRS (envelope) gable end Lone, Lumber t OL1 1.60 plate grip DOl=1,60 5) Provide adequate diainage to fitevent wafer ponding. 6) This truss has beendesigned for a 10,0 pst bottom chord live Load nonconcurient with any other iive loads. 7) . This Truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0 0 wide will fit between the botton-I chord and any other members. 8) Provide mechanical connection (by othei:s) of truss to bearing plate capable of withstanding 395 in upift at joint 2 and 270 iL uplift at joint 8. 9) "Serni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or otter connection device(,; shalt be provided sufficient to suppan r,c?ncentrated loads) 178 in down and 234 ib cap at 5-0-0 on top chord, and 100 Ib down at 5-0-0, and 566 Ib dawn and 205 Ib up at 6-11-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 11) "This manufactured product is designed as an individual building component. J he suitability and use of this component for any particular building is the responsibility of the building designer per ANSi I-Pl I as reterenced by the building code." LOAi? CASE(S) Standard Continued on WARNING Verify design Parameters and REAR NOTES ON TNIS AND INCLUDED ANTEK REFERANCE PAGE M7i- 7473 rev lar0312015 BEFORE USE Ihskin, 4 ii I I n" of Iy with Mikk rx„-i"hvs IhK.i &I(g'hh,i" I•(it V.it° t tt im,+t(i sl Wc), a Iuf r<ir,it Ii lit a. El IA W Intl,tiI i it t 6tna sgvi m iteJ,uc us,, rl,, hoil III Iq I ><;7n •i nwsi tip, my th" , it 1i it ilily :'fI Iv,in I tt ru, ! ,ia ,m I t i nttr 4t it r, tk; Ihh ie*<h u, int ih .=e i tit hrdbIII Io o, ilsli [kcxnui ntcik:7t..9o1„{rcn,nitt'u-kit¢botin,%I,liiiiilu,",n,it-an.1(,N <:h ,i.f n,-:rr i.x If,, rli,`-A1, ili-Iml[sritit*,i v V,_at t t.,n, i[,rl tv x kna ' r1 rl .vsie}dt I fol 4l it dlitYan It fiov,<nt 1[ir<<+.ittifx iNe t iv ,i.il N pnY n*:4rxq- I tv :Iczrr xI" I", ;1oi,•a-sl It id ai ,sic*,)IIIfiiv)It- 1,1i,1k rrhon, si t.Islci- .I Aiv, hy. ,I - H,, I, cln i I I, I,'in,,; r,t iful-s,as Iry 6titii ayskzfrIs, ux ANS117Pii Quality Critetla, DSB->l4 and SCSI Building Component 6104 Parke East Blvd. Safety information owM< fide frcun Ii Is.411afe Iatttuka 2,W 1111-, Sited Iirlco 3 iP, AklxathfiAt :'Al2 M 1. Tama. FL 3.'3&50 T60024 T20T Hill GiRDF R I b4t) S Apr I Y ZVIII MI I eK ill 11,111-e5 lIr — lvteV - - -II I— —V I D:YPdNv2JXSeH2BWkHvo,,[Ygz4CnX-BAw3M4litYk5HiCwVO.6a(,98f4ql bunF9PVWq81yN(-,Fl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lurnt)er lnctease=1.25, Plate nfrease=l .25 Uniform Leads (pit) Vert: 1-3=-60, 3-6=,60, 3-9=60, 15-17=-20,11-14---20, 10-23,- 20 Concentrated Loads (lb) Vert: 3=-125(B) 16=-59(B) 26= 566(B) A k WARNINO, Verity design parameters and READ NOTES ON THIS AND flit(CLUDED MITEK REFERANCE PAGE UN-7473 re, 1010312016 BEFORE USE n v,11, I t''t lm') ,I,lv "viff, Mi k* • ('fl s - has Till, - j,tqf K 1 1 -1 fly - it "n I ,I, if to shwll, If 1, 11, 1. 4" iI, ik) 11 t Jll $1i'l) 'till ,t rH I lf" i,wstem fill" lh, ("',;!AI t vlil. 4,a 00 MfTek al, j I" i wv-nt Witt, I "W14" J'tot'jly irm,hy, flit 40 Alfil,,, Ook kJO, ll", Im"'o% if ii lit v,s syM, I i is, -, ANSI/MI Quotity Cafena, DSB,$9 and SCSI Building Component I 6904 Parke East Btkd Tampa- fl, 33610 Ply f0797796 T60024 1-0-0 3A - 600 T2- Job Reference 7.640 1, Ap, 19 2016 MiTek I ID.YPdNv2JXSeli2BWkHv(.,slYgz4(3tirX-dMURtiC 4x6 - 5 6 Page I Scale =, 1 25A LOADING (psh SPACING- 2-0-0 CSL DEFL. in loc) 11cleti Ud PLATES GRIP TOLL 20,0 Plitt, Gnp DOL 1,25 TC 0.63 Veit(U) 0,08 4-5 >999 240 MT20 2441190 rGDL 10.0 Lumt DOL. 1.25 BG1 0,51 V(,jt(TL) -0,17 4-5 >921 180 BOLL 0.0 Rep Sties's Incr YES WB O.12 Horz(l Q 002 4 nia rV a BIG 1) L t0.0 Code FBG2014/TPQ007 Matrix) Weight 50 in FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD StiUctWal wood sheathing directly applied of 4-10-14 oc purlins, BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directlyappled or 10-0-0 oc bracing, WEBS 2x4 SP No,3 REACTIONS. ( Ib/slze) 4=531/Mechanical, 2=613/0 6-0 Max Horz2=83(1-C 16) Max UpkfM= 11 9(L(, 13), 2-1 56(t- G 12) FORCES. ( 11h) - Max. Comp,/Max. Too, - All forces 250 (lb) or less except when Shown, TOP CH014D 2-3-766/291, 3-4,,-7621288 BOTCHORD 25=-152/59814-5--z-152/598 Wr, RS 3 5=0/323 NOTES- ( 81 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-139rnph (3-second gush Vasd= 108raph; TGDL=41,2psf; f3(,DL=6,0psf1 lr--=2511: Cat, 11, Exp 8; Encl_ GGpi=0.181 MWFRS ( envelope) gable end zone and (;-C Exterioi(2) zone,G-G tot members and forces & MWFR15 for reactions shown] Lumber DOL= 1,60 plate grip D0L=1 .60 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcuirent with any other live loads- 4) ' This tniss has been designed for a live load of 20.0psf on the bottom (,,hold in all areas where a Iectangle 3 6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other mernbeis, 5) F4cfef to girder(s) for truss to mass connections, 6) Provide mechanical connection (by Others) of truss to be"Int-ig plate capable of withstanding 119 lb uplift at joint 4 and 156 lb uplift at joint 2, 7) " Semi -rigid prichbreaks with fixed heels" Member end fixity model was used in the anaiisis and design of thts truss, 8) " This manufactured product is designed as an individual bL ji Iding component. The suitability and use of this component for any particular bulling is the responsibility of the building designer per ANSI TPI I as referenced by the, building code," AA, WARNING - Verity design pamillefers and REAP NOTES ON THIS AND INCLUDED M[TEK REFERANCE PAOEAVI-7473 rev, 1000312015 BEFORE USE. nn- Iv, Nis, k,,lun K I 'j-'i "Illy III -III,n tnx,lc is Olt wn, cin. I I, f"I .:Atli IrA it), At AM, lil,j I'll "nont, f 1, I I,, I,tglkllm1 I,Iskinei mwl lh-)t 40")HI(tv 't d,v,Jn I'll, llnvrr, , it I i,iol "I;y it ll"I 11" Indl"j, . ..... fotvlk 'A" n, d"Wq,aly, "w"ro'l and 1*4' in"i of -,ANSI/Tph Quality Crfferlo, D38.69 and BC5l Building Component Safety Information owillIA41, fl-III hiss llkfle lr nirlule. 2Atl rlI e Slr .e I, Skitt,, 311 AJt =xctn<fd i,,A Nil' MiTek 6904 Barka Past 6Kd Tana. FIL 33610 T6(K)24 T21T Rc*f Special city T97977V pla.1 —C11yFk)dd—,1-a-3S-6-6- 7 6405 Apr 19 2,016 Wei, hdustreis Inc Wed Nov 02 1hv( t"'i 2vl(l ID: YPdNv2JX5eFi2BWkHvoslYgz4(3rnX-5Zlpnm2LP9 pW2MJd582LaD08de8Mhqs 0- 0 2elo 6-10-0 3 1- 0-0 4-4-0 480 2-2-0 4x6 -- 600 12 5X8 Scale = 1 26 2 6X8 3XG a 4 6 4 X6 10 2X4 20 3x4 3A 2- 60 6-10 0 11-6-0 t.i.-a-0 44- 0 LOADING ( psh SPACING- 2-0-0 Csl. DEFL, IT) Ioc) VdGll Ud PLATES GRIP TCIA- 20,0 Plate Gilp DOL 1,25 TC 0,47 Vert(U) -0,11 5-8 999 240 MI-20 2441190 TCDL 100 Lumber DO_ 1.25 BG 091 Ven(Tt,) -0,27 5-8 599 is0 BOLL 0.0 Rep Stress InGr YES WB 0.25 Horz(T'_} 01(1 6 rva rVa BGDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 58 Ila FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Stluctufal woad -'heathmg Mnictly appiIed or 3-10-14 oc putlins, BOT CHORD 2x4 SP No,2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc braGing, 3- 10,5-7:2x4 SP No.3 WE13S 2x4 SP No,3 REACTIONS, ( 11pisize) 6=572/MeGhanical, 2=584/0-6-0 Max Horz2=84(1-C 12) Max Uphft6=-129(1-G 13), 2=-152(LG 12) FORCES. ( lb) - Max. Comp,/Max. Teti, - All forces 250 (lb) or loss except when shown. TOP CHORD 2-3--572/244, 3-4.---669(263, 4-5---656/257 BOT CHORD 2-1 0=- 160/430, B-9=-433/1093, 5-8= 109/551 WEBS 3-8=-6021327, 4-8 .- 141285 NOTES- ( 8) 1) Unbalanced root live loads have been considered for MIS design. 2) Wind: ASCE 7 M Vult=139n)ph (3-second gust) Vasd-108rnph; TGDI_=4,2psf; BCJA-6.opsf: h=25fll Cat. If, Exp B, Ericl_ CGpi=0,18; MWFRS ( envelope) gable end zone and Exterior(2) zune:G-C for members and forces & MWFRS for reactions shown: Whither DOL- 1 _60 plate grip DOI—,1,60 3) This truss has boen designed for it 10.0 psf boltorn chord live load nonGoncunenl with any other I've loaas, 4) ' This truss has been designed lot a live load of 20.0pst on the bottom chord in all areas where a di_,-Jarlgle 3-6-0 fall by2-0-0 wide Will fit between the bottom chord and any other members 5) Refer to git-drii(s) for truss to truss connections, 6) Provide mechanical connection (by others) of lines to bearing plate capable of wdi-islanding 1219 in uplift at joint 6 and 152 lb Uplift at joint 2, 7 , I " Semi -rigid pitchbreaks wIth fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) "This manufachided product is designed as an individual buildniq component, The surlabIlity and Use of this component for any particular t)( Adln() is the responsibility of the building designer per ANSI -1 PI I as referenced by the building code." WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE ARI-7473 lov. 10103120hi BEFORE USE, 0,,TJqtl \, Al'i i"I ot,ty Ali, oili,+: , 1"Flhisd,Siqrl K t'a—d -Illyili—n I b-,n, ol I i, I-1 <11, ls,ji'Allvil IlAkIll"I , 1,*;!)tl h IN' lyl**IT I i. (I'(' k I" i, th, t I A' itni I, ir0 "'(Mi(y it jitc' it 'afy >11, it no I, its , kI r 114 >J,',Iy in, ins it- riiwifl , Wek I r,,r , I It I I" I 'v j -IV jrx) "'t tRf,, w,, ond II,jll -,,ANSI/TPII Quotity Criteria, DSB-89 and SCSI Building Component 6904 I'mike East Blvd Safety Information ov, tt do ft,ci tfmilota tr ls6lule.?W M i-Str+,t E StAfs, z7'r 114,Xon $111, VA ?,31 4 FI, 33610 Job - Truss Truss Type uty I-ly TArg77as TB0024 T22 Coinman 4 1 loh Reference a aErortal trstSc e+ece arty, ---Plant [_ay Florida 33566 7.640 s Apt 19 2016 i I ilk, n uc ms Irlc vve o,, 02 a . ago ID: YPdNv2JXS042BWKHvoslYgz4Gn1X-5Zlpnrn2LP9 pW2MJd582LaD_IdIXMjmSso?xCwyNGRy 1-6-0 fi-1fl-0 1$w.d.Q_____..._._.____._...-__-_.-__......_-_ 104 6,1 0-0 .610-e i-0-0 Scale = 1 25.9 4x6 — I 6Q0 (12 6 3x4 2,0 3x4- LOADING (psh SPACING- 2-0-0 CSI. DEFL, in hoc) Udell Ud PLATES GRIP TEsLL 20.0 Plate Grip DOL 1.25 TG 0,59 Vert(LL) 0.07 2-6 >999 240 MT20 2 44/190 TGDL 10,0 Lumber DOL 125 BG 0,501 vert(TL) -0.15 2-6 >999 180 BUL 0,0 ' Rep Stress Imi YES Wt3 0.12 riorz(TI ) 0.02 4 n/a No BC)DL 10-0 Code FBD2014/'rPI2007 {Matrix} Weight: 51 Ib FI - 20% LUMBER BRACING - TOP CHORD 2x4 SP No2 TOP CHORD StRiChtlli W00d Sheathl!X directly applied or 5-1-12 Oc purlms. BGT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ WEBS 2x4 SP No-3 REACTIONS. (Ebtsize) 2=604/0-3-8, 4 604/0-3-8 Max Horz 2=75(LG 12) Max Upiift2=-153(LC 12), 4 153(LC. 13) FORCES. (lb) - Max. Comp./Max. Ten. - All fords 250 (Ib) at less exeept when shown. TOP CHORD 2-3=-7591281, 3-4— 7591261 BOT CHORD 2-6,-122/593, 4-6F-122/593 WEBS 3-6=0/322 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=139rnph (3_second gust) Vasd=10ESmph; TGDL.=4.2psf; BGDL-6.0psf; h-- 25ft; Cal, 11, Exp 61 Enei., GGpi 0.18; MW FRS (envelope) gable end zone and C-C Exterkw(2) zone:C-G for members and forces & MW FRS for reactions shown, Lumber DOL-1.60 plate drip DOL=1.60 3) This truss has been designed for a 10.0 psf bottont chord Ilv(,, load ncneoncurrent with any Other live loads, 4)" This truss has been designed for a live load at 20.Opst on the bottom chord in Ertl areas where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottom chord ancf any other members. 5) provide rneoh<anieaai connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 2 and 153 11) Uplift at joint 4_ 6) "Semkirgid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss. 7) "This mcanufactuted product is designed as an individual building coratponent. The suitabtlity and use Or this r;ontpOnent for any particular building is the responsibftty of the building designer per ANSI TPI I as referenced by the building code_" WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE RAGE MII-7473 rev. f 0f09t20f 5 BEFORE USE rhv-na v,.hlf G n,:nly wth Mif k nlw I i Ito&t4<altHr is t'o-I,nly al:r IYai.an Eeatfi is tit .•.: at l is P.r Ini,ii i tall t Vtl iin,1, >nr i nl i,d ohm sit nE fl.st,,t,r rain, iix t:,tM to } ir.vit;rx i xr%a v< Illy ttae +1:44i r yiiFY ,r re i"4[, r,.x n,rc t„i, m i fa„r,e.*f(y h it =aree fhEti # tif= n, Ent tt c*i Ill Nil' fit K7 , kr 11, MiTek' i ai dayste 1rri .1 fot III, at firy.I;"i i rv<(4.... It, 4 s(I+ h!) [ ,,,it f r rraf It III it V 1 111,11 ,lvrrlY HT701Fe tax r;<*r,er a{ ,ru6d x,. w is rtcdr Ntsr) Itx* Ga(rtl,.att< rr, st rei4)c:, f tiT<<•ry, <:a Ain un:f t i a ti xt of htrsa.ra .tn=f trus. lysterns, z < A.NSklTPt t Quality Cnfefra, DS6$4 Erna SCSI Buticring Component 6004 Parke East 6h<ci. Safety Information Lev Nl rtJe tuan Im"', PIA, IwAl"I", ?2E3 N tec Sh< < 1 xrli<a 31f Noxandu, r `,,'A 22314_ Tampa- FL 33.610 T9797789 Tfuss I Truss Type T23 Common sk,ppolled Gable ltslsonlce Tarwa Plant City Fonda 33566 6-10-0 01) 5 Job Refetence 7640s An, 192016silJokIndustries_ inch wed t,fc,,02 ISS754 2016 ID: YPdNv2JXSeH2BWkHvoslYgz4GniX-ZibC 63zAT698CxVBofHuolHAICo5E3(ic5Sk 13- 8-0 144 610- 0 1 0 6, 00 12 4 7 2 3x4 14 13 12 t t 10 LOADING ( pst) SPACING- 2-0-0 CSL DEFL. in Ioc') I/de(I Ud TCILL 20,0 Plate Girp DQL 1,25 TC 007 Verhi-L) 000 8 it 120 TGDL 10,0 umber DOL 1,25 BC 0,05 Veilfff-, 0,00 9 Flit 120 BOLL ( 110 Rep Stress incr YES WB 0 04 Horz(TL) 000 8 n/a n1a BCDL 100 Code FBC2014/TPI2007 Matrix, 3x4 - PLATES GRIP MT2(' 11 244/190 I Scale = 1 25 7 Weight, 62 ib F 7 - ,'0 % LUMBER- BRACING - TOP CHORD 20 SP No,2 TOP GHORD Struclwalwooci sheathing direct lyapt led ar 6-0-0 oc pctrtiils- BOT CHORD 2X4 SP No,2 BOT CHORD Rigid oGilinq directly applied or 10 0-0 oc bracing. OTHERS 20 SP No,3 REACTIONS, All hearings 13-8-0, 1b) Max Hotz2=75([-G 16) Max Uplift Ail uplift 100 lb or less atjoint(s) 2, 8, 13. 14, 11, 10 Max Grav All reactions 250 b or less at joint($) 2, ff, 12, 13, 14, 11, 10 FORCES, (lb) Max. Cornp,/Max, Ten, - All forces 250 (lb) or less except when shown, NOTES- (12) 1) Unbalanced toot live loads have been considered for this design- 2) Wind: ASCE 7-10, Vultm139aiph (3-SeGond gust) Vascl=108nrrph, TCDL=42psf1 BGDL=6,Qpsf1 ri=25tt: Cat. 11, Exp B, End_ CCpi=0,181 MWFRS (envelope) gable end zone and G-C Exler4or(2) zoneIG-G for mernbers and forces & MWFR8 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 (notinal to the face), sea Standard Indlistiy Gable End Details as applicable, or consult qualitied building designer as per ANSI[TPI 1, 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable reclures Genfinuous bottom chord bearing. i) Gable sleds spaced at 2-0-0 oc- 7) This floss has been designed IoF a I D,O pst bottom chord live load nonconcurfent with any Other five load," 8) * TI- ijs trips has beet) designed tot a live load of 20,Opst on the boltonn, chord in all areas where rectangle 3-6-0 fall by 2-0-0 wide will III between the bottom chord and any other' rnemOers. 9) Provide mechanical connection (by others) of truss to, bearing plate capable of withstanding 100 Its op1ji j? joint(s) 2, R, 13, 14, 11, 10. 10) Beveled plate or shim requited to piovide full healing surface with truss chord at joint(s) 2, 8- 1 1) " Semi -rigid pttchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 12) "This rnanutaGtuTed product is designed as all Individual building cmnponent. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI I -PI I a, referenced by the building code," AIIIII, WARNING - Verity devIgn paranzaters and READ NOTES ON THIS AND INCLUDED "tTEK REFERA NCE PAGE MW 74 73 rev. 1 OID3120 15 BEFORE USE. t,otl. lit ,I, I-lq,, ill, I is I" MiTek' dolrvfy, "t- foal n- Itw)hl,4 -f i ,,,,ANSUTPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNd Safety Intorrinallon ovlikit+ n-in hN, Ktle 2Itl N k-,,twel N, -ItOti, j, VA .123! 4 Tampa. En 33610 TBOO24 TQ797790 LOADING (pst) TCLL 20,0 TCDL 10,0 BCLL 00 EfGDL 100 LUMBER - TOP CHORD 2x4SPNo.2 30TCHORD 2x6SPNo,2 WEBS 2x4 SP No,3 7 640 s Apr Is 2016 MiTok Industries.Inc Well Nov 01 15 57 54 201 ID:YPdNv2JXSeH2Bvv kHvoslYqZ4CrnX ZlInG 63zAT6g6CxVBotHuc,)ICR17B5Bwc5S 3X4 _ 2x 4 SPACING- 2-0-0 CSL Plate. Grip DOL 1 25 T t: 0,44 Lumber DOL 1,25 BG 0,86 Rep Stress Incr NO WB 0,00 Code FBC2014f( Pt2007 Matinx) REACTIONS, (Ibisize) 1,-..604/0-6-0, 3=586/MeGhani Gal Max Hotz 1 =, 1 05(LG 8) Max Uplift 1 186(LG 8), 3=-185(LC 8) FORCES. ( lb)- Max, Comp./Max.Ten, All farces 250(lb)or less except when shown. 5- 0.0 DEFL. in (Ioc) verl( LI-) -005 1-;a Vetl(-, U) -0,112 1-3 Hcjz( TL) 000 I/ detl rid PLATES 999 240 MT20 459 180 o/ a n/a WeighL 23 tb Scale= 1 17 3 GRIP 244/ 190 F T = 20tl", BRACING - TOP CHORD Structural wood sheathing directly applied of 5-0-0 oc PurfinS, except end verticals. BOO CHORD Rigid cpfing directly applied or 8-1-6 oc bracing, NOTES- ( 9) 1) Wi rid: ASGE 7- 10; Vult= I 39mph (3-second gush Vasd= 108n) ph, TC D L=4,2psfl BGDL=6.0psf, h=25ft'Cat. 11; FxpB; EncI-GGpt=0,1r3 MW FPS (envelops) gable end zone; Lumber DOL=1 60 plate grip DOL= 1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurient with any other live loads. 3) * This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottoth chord and any other rnembers. 4) Refer to gtirder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capablo, of withstanding too it,) uplift at joint(s) except (jt=lb) I =1 66, 3= 185, 6) " Semi -rigid pitchinfeaks with fixed heels" Member end fixity model was used in the analysis and design LA this truss 7) Hanger(s) (q other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 511 Ib down and 139 Ib lip at 1- 0- 12, and 511 lb down and 139 In LIP at 3-0-12 cIn bottom chord- The of such connection devtue(s) is the responsibility of others, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 9) " This roanufactuired product is designed as an Individual building component. The suitability and rise of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead + Root Live (balanced): LUrnber Increase-1,25, Plate Increase=l 25 Uniform Loads (pit) Veil: 1-2=-60, 1 3=-20 Concentrated Loads (lb) Veil: 4=-51 1 (B) 5-511(B) Als WARNING - Vety design pam.0. end READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MY-7473 rev. IOV031ZCIS BEFORE USE. r)— i's I Volt, I I- If"to ,,Iliy Witt, mtl,+,I IfI", I-rs ItdWd 1,l I K I <,flly (If - n[-wv I", I"I, 11 wl) £Vn, i K (('1 (111 ilt*vrikt, )I t,r* ill ,,l , r n id 1 lm, ,Yslot I I kofow um lh( mqsl volity Hl" "i I 41("A'aitv tr 0"qql, I, it, ill I" INIs m, I I I( I 'n IV It t,, II —1, It, If 'k, I, t,*It I ink, It. t 1, ill, ill s) 1, %Ign Iii"r, Ill,; it), It, I I', 1' I qw,"'l 0 t n, of III, livi, III, It lids, w, I- It, V, 'I , I I I-mt -i, - tqy A f, Mti,'i I, I I, 'mt , + AV iI, f t — (It m, 'Ill 14, V"It I MiTek Is Aw,iY I- II Aw-1 V'T 41,11 4111yolt, II i'le"'I't , ,It' it", -Witt, I Itqnlv,)fv I lvj'IIY I fIATI'k I' l I,,I J141I 'I, A I' $k r AV 1' R'LP N' MII tilt' ow,1,xn If 11 i(M-f nusv I, .;tl I, I -eANSI/TPh QuCAlty Criteria, DSB-89 and SCSI IfulidingCoMpon"t ('404 Flair,. East Blvd Sorely Information cta, Iilot 4,, I-F,l I,km Ill, 11" In"W'Ite, ;,Nl N I-, SI-4 Sul!'. ,tl,,NIVO+,M,I. .?211 p. Tampa.FL 336101 Job Tru" I russ Type Oty Ply T8797791 T60024 T25 Half Hp Girder t 42h efer ac 7 640 Ap, 19 2016 MiTok nd.slaev Inc. Wed Nov 02 15 57 ,S 2016 Page If,;,Pa laril City Florida a3566 11):YP(INv2JXSeH2BWkHvoslYjz4GrnX-lx9,xC$4bxnEXIMWikWBWo?IP(JHNBqVOIJ6U26pyNCCw 6_10-8 7,0.0 LOADING (pst) TCLL 20A) T(,;DL 100 BOLL 0.0 BCDL 10,0 LUMBER - TOP CHORD 2X4 SP No-2 BOT CHORD 2x6 SP No-2 WEBS 2x4 SP No-3 388 3-10 0-i-8 2 ,x4 3 3x4 4X6 N SPACING- 200 Piale Grip DOL 1,25 LUrnbet DOL 1.25 Rep Stress inct NO Code FBC201417PI20U REACTIONS, (lbysize) 1=1642/0-8-0,4=1255/Mechaiit(,aI Max Herz 1=149(t-G, 8) Max Upliftl =-376(t-C 8), 4=-359(LG 8) S,ale = 1 22 3 CSL DEFL. in ioc) I/detl Ud PLATES GRIP T G, 0,29 Vert(U) 0,02 1-5 999 240 M-1720 2441190 BBG 0,75 Verl(TL} -0,06 1-5 >999 180 W B 0.59 Harz(TL) 0.01 4 n/a iVo Mal rix), Weight 401 in FT = 20% BRACING - TOP CHORD Shncrotal wood sIoelarbjnq directly applied or 4-0-11 no roullirls, except end widicais, 60-T CHORD Rigid ,edinq directly applied or 10-0-0 o(, bracing. FORCES. (ilb) - Max. Cornp,/Max,Ten, - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-1856/393 BOT CHORD 1-6=-45411615, 6-7=-454/1615, 5-7-454/1615, 5-8-454/1615, 4 8=-454/1615 WEBS 2-5=318/1537,2 4=-1840/515 NOTES- ( 9) 1) Wind: ASCE- 7-10: Vult=139mpti (3-second gush Vasd.-=106rnph, TCDL.-4,2psf1 BGDL=6,0psf1 h=25ft: Cat, 11. Exp B; End_ GCpi=0,181 MWFPS ( envelope) gable end zone: Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psi bottom oPeltd live load nonconcurrent with any other live loads. 3) ' I his truss has been designed tar a live load of 20,Opsf on the bottom chord in WI areas where a reclangli, 3-6-0 tall by 2-0-0 wide will tit between the bottom chard and any other membets, 4) Refer to gltder(s) for truss to lure's connections 5) Piovidenlechanical conoectiOn (toy Dth6its) of Miss to beating plate Gapable of withstanding 100 lb uplift at joinl(s) except (jt-zdb) 1 -376 4 = 359, 6) " Semi -rigid pitchbreaks with tix(--,,d heels" Member end fixity rnodei was used in the analysis and design of thlo, truss. 7) Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 792 In down and 201 lb up at 1- 0-12, and 792 lb down and 201 IN up at 3-0 12, and 792 lb down and 201 Ib up at 5-0-12 on bailout chord, The designiseleolion of such ocalnection device($) is file responsibility cA others. 8) In the LOAD CASE($) Section, loads applied to the face of the mass are noted as, front (I-", or back (B)l 9) " This manufactuted product is designed as an individual building component, The suitability and use of this component for any particular building is the responsibility of the Wilding designer per ANSI TPI I as teterenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanGed): Lumber InGtease=1 .25, Plate, lnctease=l .25 Uniform Loads (pit) Von: 1-3=-60, 1-4=-20 Concentrated Loads lib) Vert, 6z-792(F) 7=-792(F) 8=-792fl WARNING - Vainty design parameters and REAP NOTES ON THIS AND INCLUDED ARTEK REFERANCE PACE 6t11,7473 rev, 107P3/201S BEFORE USE vo( i, If, I 1x* ol dy tArh rqllk+'<=rxu I—i", (Ili, ik sirtn il, I "Illy it, 'Il I -w Il-wt, , 11, Us Barn intro 4l, A I,& $lirio , o ... rEf rd not t" Ft ... 111V MiTek IS it,, ay" I- ("t lot On, , It, 1 1, '11it vx with lvwt do I J rill, aly , ltl, I ( !',I iiT-xt- tax gr'i-i1I1jUi1i'R1' it, ,-ANSI/ TPN Quality CrIlteda, M,159 and SCSI taArding; Component 69o4 Parke F,vM Blvd. Safety information ovglot,lla h-ill IMIti KII(I lhath't,, PL o'3610 T60024 Type Half Hp Girder T9797792 LOADING (fast) TCLL 20.() TGDL 10,0 BOLL 0,0 BGDL 10,0 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4SPNo,2 WEBS 2x4 SP No.3 7.640 s Apr 19 2016 Mtl(,k Indusit,es Inc Wed Nov 02 lb Sl 5b 2016 F)go I ID:YP(tNv2JXSeiA2BWkHvoslYgz4C,iiiX-lxl)aCS4bxnEXIMWikWBWQRIPIRVJqdTlJ6U2GpyNC(iw 1 0-0 50-0 2-00 Scale = 1 17 4 2X4 - 3X4 — 5 04) SPACING- 2-0-0 CS1. DEFLin loc) 1/dell Ltd PLATES GRIP Plata Gnp DOL 1,25 1-C, 0.28 Vetl(LIL) -0,02 2-6 999 240 M T20 244/190 Lumber DOL 1.25 BG () 2 3 VeM(11) -0 04 2-6 >999 180 Rep Stress Inct NO WB 0,11 Horz(TL) 0,00 5 n/a n/a Code FBC2014/TP12007 Matrix} Weight_ 34 lb FT = 20% BRACING - TOP CHORD Strucluial woad sheath directly applied OF 6-0-0 0(, purlln&, except end verticals_ BOT CHORD Rigid Goiluiq directly applied or 10-0-0 oc bracing, REACTIONS. ( Ilp/size) 5=347/MeGhantcal, 2,-385/0-8-0 Max Horz2=130([,C 8) Max Uplr!15-- I 08([-C 8), 2--- 112(LG 6) FORCES. ( lb) - Max, Comp./Max, Ten. All forces 250 (In) or less except when shown, TOP CHORD 2-3=-332/53 WEBS 3-6=0/284, 3-5--406/148 NOTES- ( 10) 1) Wind: ASCE 7-10; Vult=139niph (3-secondgust) Vasd=108mph; TGDL=4.2ps1, BCDL=8,0p,-,I1 rl=25ft; Gat, III Exf)B, End_ GGpi=0.181 MWFRS (envelope) gable end zone: Lurnber DOL=1,60 plate grip DOL=1,60 2) Provide adequate drainage, to prevent water ponding, 3) This truss has been designed for a 10,0 pst bottom chord live load nonconourretril with any other live. loads, 4) ' 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 fall by 2-0-0 wide will fit between the, bonom chord and any other members. 5) Peter to girder(s) for truss to truss connections. 6) Provide rTleGrIalliCal COrItle0lon (by others) of truss to bearing plate, capable of withstanding 100 lb uplift at joint(,,) except (jt=lb) 5=108, 2-1 12, 7) "Serni- rigid pitchbreaks wrtTii fixed heels" Member end tixity model was used in the analysis and design of this trUSS, 8) Hanger( s) or othea connection device(s) shaft be provided sufficient to support concentrated load(s) 84 Ib down and 115 In up at 5-0-0 on top chord, and 100 lb down at 5-0-0 on bottom chord. The design/seection of such connection deviGe(s) is the responsibility of others, 9) In the LOAD GASES) section, loads applied to the face of the truss ate noted as front (F) or back (B), 10) '1 his manulaotured prodUCt is designed as an individual bolding coroponeiril, The suitability and use of this component for any PWIICUlar building ; s the responsibility of the building designer per ANSI TPt 1 as referenced by the building code," LOAD CASE( S) Standard 1) Dead + Root Live (balanced): Lumber lncrease=1,25, Plate lncteaseM1,25 Uniform Loads ( pit) Vert: 1- 3=-60,3-4=-60,2-5=-20 Concentrated Loads ( lb) Vert: 6= 59(B) 3=-71 (B) Allif, WARNING, 116,ify design pwanter"s and READ NOTES ON TH;S ANOINC1,00EV ARTEKREFERANCE PAGE M4,7473mv. 10/03,2015 BEFORE USE. 1- "'o, •., Ny with mil,* , ont— 1-r, lhts, k"qyl r.l Ny IF, tm'+'I 1, r-i , IF, i[,, Ir"t4l it klit'lin') , tirF—lwi,L nglt vt, jity 1-1-0y til, ,;I IN, I,,s(m tnt, IN, nA--(,4V ... I,+vy MiTek is oiw" Y' I" At9l" I tol S1, It Aily,lr,• I I" t,wv,ml -At tf'se \,flh• j—soti, Inpov,ni, I $,IF, r x 1,, 1' '1 q(t p * lonx 1 W,rk ric I,) the kll,fk ollon, sI-Aojo, k'< it,Ft c>l I;ul \-cANS11TIF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information o,,* il+a tion, T"N, 11 It,, Imtllol,a, 2W N k-,,Iwet Sutl,o-3 VA',1 1314 FL 33610 jot) TF30024 Moe "PrIch Girder 3-7 ri Y-Tri ID:YPdNv2J T9797793 Jot) Reference 0 go 7.640 , Ap( ig 2016 We Induill"er, Ilic Wed Nov 0' 15 57 56 '016 Page I kHvoslYqz4GrnX ValyPo5D14MONW4ki[C)tlzDra9ypkiZvOvYn)DhoFyNC(', 4Xf Stale m 1 22 4 3-48 LOADING (psf) SPACING- 2-0-0 CS1, DEFIL, in to(;) I/dell Ud PLATES GRIP I C'1- L 20,0 Plate Grip DOL 1,25 TC 0,30 Verl(T-L) 0,03 1-5 >9,919 240 MT20 244/190 TGDL 10,0 Lumber DO[.- 1 25 BC 037 Verl(TI-) -0,06 1-5 >999 180 BCLL 0,0 Rep Siesis Incr NO WB 077 Horz(TL) 0,01 4 n1a Iva BGDL 100 Code FE3G20I4fTPr2007 Matrix) Weight 40 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N(,),2 TOP CHORD Siikictwai wood sheathing directly applied ar 3-6- t 5 0C pullir)S3 except 60- FCHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. REACTIONS. ( Ilb/size) 1=159910.6-0,4=2087/Mc,,ctiani(,aI Max Horz1=149(LC6) MaXUplittl=- 311(LCB),4=-515(L(',8) FORCES, ( lb) - Max, Cornp,/Max, Ton, - Ali forces 250 (lb) or less except when shown, TOP U-iORD 1-2=-2421(458 BOTCHORD WEBS 2-5=-366/2020, 2 4"-2381/574 NOTES- ( 10) 1) Wind: ASCE 7-10; VUlt=139mph (3-second gust) Vasd=.108toph, TCDL=4 2psf, BGDL=6,0pst1 h=25ft; Cat, it; Exp B, EnCL, CICPI=0 18, MWFRS ( envelope) gable land zone; Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurient with any other ave loads. 3) ' This truss has been designed for a live load of 20.0psf oil the bottorn 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 nierobets. 4) Refer to qlrdev(s) for truss to truss connections. 5) Plovide metal platp or equivalent at bearings) 4 to Support reaction Shown, 3) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding I (X) IU Uplift at joint(s) except (11=lb) 1 --31 1 , 4= 515. 7) " Semi -rigid pitchbreaks with fixed heeis" Member end fixity model was used in the analysis and design of this Miss, 8) Hangei(s) w other connection device(s) shall be provided sufficient to support concentrated load(s) 1052 lb clown and 211 ib up at 2- 0-12, and 1052 lb down and 232 ib tip at 4-0-12, and 1052 lb down and 250 1h up at 6-0-12 cin bottom chord. The design/selection of srjGh connection device(s) is the responsibility of others. 9) In the LOAD GASE(S) section, loads applied to the pace of the truss are noted as front (F) or back (B), 10) " This manutactuted product is designed as an individual building roniponer'it, The suitability and use of this component for any particular building is the responsibility of the building destgnor per ANSI TPI 1 as referenced by the building code," LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber increase?-1,25, Plate, InGreasp-1.25 Uniform Loads (pit) Vert: 1 3=-60, 1-4=-20 Concenliatted Loads (lb) Vert: 6=-1052(F) 7=-1052(1`) 6=- 1052(F) A) k WARNWO Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE U11,747.3Lev . 10/0"015 BEFORE USE 01^sl: lf' v<itid 1-l' 1s') only "vith otil"k, 'I'll, lol" lill", 1t7r1 is t xll- I -1,1Y 11 -11 1 11. 11 ll, i is f, q , X) uldl'h fuil t t'$ lltili , - 'l'tj 'wotl"'ri it Idt o N+* tv"' th, txrikjinij wrist V"Ifly th" ol I'li, A&MY ''I, 1o%'j?' )i,l i—t-,ty 'I'll" 11,1, klsl,'Jri inl' il, "V, killdill"I'lo"Joll, Nocinq inlik" lku I " 1, tlli"Mil, I'll lit, avi, al, 11 hilts """A I,,, I/(,,, h.,. I m,ml ,[% .,Ny N $ $0k 1" 11 1"llif r' try , 11 1 t 'tj"" t '1 1, jr"j M Re k N, A, ly, I for dIt 4111y, ind to "W will) t-'itA' I 1s xf ol illf(Ily, it, I I lor -1 ly d' )1", gJ<" I , 'I o"I"wil , iiii'l, .1 , rad' it, *rn'j lie, fol'ttc,iii,'l i, ol, li-i), lnu$ li,r,Allq of ittel,11's ill, I Quaint, Criteria, D38-8? and SCSI Building Component 6004 Parke Easl Bllij Safety Information ov4otAo h-m bu, 11,1k, ill"Mul, 21iltl TwV, FL 32610 T9797794 TB0024 T2s moi-Iop'tch &(der Tampa Job Refecenoniu Pla,it—Co—yF-londil —33,C6— 7 640 s Ap iq 2016 %Tek ridwures Inc Wed No,02 IS 5756 2016 F):YPdNv2JXSeH2BWkl-ivoslYgz.4ra(,nX-VBjyPo5Di4MONW4ulDitzOrbWrmnZO(,)vYniDt 37-8 3-4-8 Scale = 122.4 KI 3X4 -- 3X8 4 x6 -- LOADING (psi) SPACING- 2-0-0 CSL DEFL. In or) 1/deft Lld PLATES GRIP TCL20 O Plate Grip DOL 1 25 T( "1 021 Verl(LL) -0,02 1-5 999 240 L, M 20 244/190 17TCDL 10,0 Lumber DOL 1,25 BC 0,53 Verl(TL) -004 1-5 >999 180 BCLl- 0.0 Rep Stress Incr NO W B 0,38 H(:ItZ(TL) 0.01 4 n/a Na BCDL 100 Gode FEIG2014/TP12007 Weight 40 Ib FT = 20% LUMBER- BRACING - TOP GHORD 2X4 SP Ncl.2 TOP CHORD StrUCtUral wood sheathing directly applied of 4 10-6 oc purlins, except ROT CHORD 2x6' '-,P No.2 end verlicals. WEBS 2x4 SIP No,3 BCT CHORD Rigid ceiling directly applied of, 10-0-0 oc bracing, REACTIONS. ( lbfsize) 1=1121/0-6-0,4=899/Mechancal MaXHO; Z-1.-149(LC23) Max Ulptftl=-260(!-C 8), 4=-2B0(LG 8) FORCES. ( lb) - Max, Cornp.;Max. Ten. - All forces 250 (lb)or less except when Shown. TOP CHORD 1-2=-1350/262 BOT CHORD 6-7=-356/1171, 5 7=-358/1 171, 5 6=-358(1171, 4-8=-358/1171 WEBS 2 5",- 199/1007, 2-4=- 13171400 NOTES- ( 9) 1) Wind: ASCE 7 10; Vult-139rnph (3-second gust) Vasd=108rnphl TGDLm4,2psfi BGDL=6,0pstl h=25tt; Cat, 11, Exp B, Encl., GCpi-0,181 MWFRS ( envelope) gable end zone, Lumber DOI-=1,60 plate grip DOI -1.60 2) This truss has beoi designed for a 10.0 fast bottom chard live load nonconairrent 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 beNveen The bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplifl at joint(s) except (jt=lb) 1 =260, 4-, 260, 6) " Senrl-rigid ptchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 497 lb down and 136 Ib up at 1- 0-12, and 497 lb down and 136 lb up at 3-0-12, and 497 lb down and 136 Ib tip at 5-0-12 on bottom dhord. The design/selectron of such connection device(s) is the responsibility of others, 8) In the LOAD CASES) section.!oads applied to the face of the Ituss, are noted as front (F) or back (B), 9:) " This manufactured product is designed as in Individual building component, The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead + pact Livei (balanced): Lumber Increase-1 .25, Plate Increase-1 .25 Uniform Loads (pit) Vert: 1-4.---20 Concentrated Loads (lb) Veil: 6a-497fl 7-497fl 8= 497fl WARNM - Vefifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev , ir"X2015 BEFORE USE. 1) mqn v+lit'l I rot <rIlly Will) 1,41"k;"rlo, I, Is 11,1% A,niyfn I, I .I—d Ny ul, fi [, Ik, 4n 9" 1 f, f'I Il I 4Il"r, tu 111 AM 4rq "' mf rr ni il 't in'I't ,,'Iify III,, Nitil'A'Rity—f Nil' MiTek I is Aw, IYS "", Al- j P'4 yIotjldy-ln, I -41,4"(, will , (—,,A+ w, Ikon I,,, III, r,lnt I , >1 fit iss—,, inIr, i,,, w1f, v , ANSI/Till I Quality Crffwfo, M-89 and SCSI Building Component 6W4 Parke East Blvd VA?2314 R- 33610 I rocs iius4 typv —Y I iy Hill Hp 6,0o Job R.efere,rice (oprmaD_ Nam (Ay. Ronda 33566 7.640 s, Ap, 19 2016 Wok lridksmnesinc. Wed N ID: YPdNv2JXSE,,fl2BWkHvoslYgz4GriiX zKIAKd76rT0UF?qf4sxD 1, 0,0 9-0-0 3 5X8 2X4 4 T97117796 13" aie =, 1 19 9 A — 3x4 5- 0-0 4-0-0 8L --- PlareGilts---- ------- LOADING (pst) SPACING- 2-0 0 CST. DEFL. in oc) I/dell U1 PLATES GRIP T CLL 20,0 Pfaff- Grip DOL 1'25 T(- 0,31 Ve;I(LL) 0,02 2-6 >999 240 MI-20 244/190 ICIDL 10, 0 Lumber DOL 1.25 BC 029 Verljl-) 0 04 2-6 >999 181) BCLL 00 Re,p stress Incl, NO WB 021 Hotzjl-) 001 5 n/a tva BCDL 100 Code FBG2()1,b--Pl2007 Matrix) Weqrf t: 42 it) FT 20% LUMBER- BRACING - TOP CHORD 2)( 4 SP No-2 TOP CHORD SIFUCIUYal wood sheathing directly applied or 6-0-0 oc hurtins, except BOT CHORD 2x4 SP No,2 end verlicals, WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10.0-0 cic bracing. REACTIONS. ft/sizo) 5-476/Mechanical, 2=502/0-8-0 Max Horz2=130( l-C 8) Max Uplift5- 153( LC 5), 2=-1 53(t-C 8) FORCES. (lb) - Max, Comp./Max, Ten, - All forces 250 (11h) or less except when shown. TOP CHORD 2- 3=-584/136 BOT CHORD 2- 6-164/453, 6-8-1601464, 5-8=-1601464 WEBS 3-6= 0/328, 3-5=,-526/1 61 NOTES- (10) I) Win(I: AS(-'F7-10;Vult=139riipti(3-suaGafidgust) Vasd=108mph,-i'CDL-4,2pst,ti(,',DL=6,Opsf,h=25flICat 11, FxpB1Encf-GCpi=0,l81 MWFRS (envelope) gable end zone: 1-umber DOL=1.60 plate, grip DOL=1,60 2) Piovideadequate drainage to prevent Water ponding, 3) This truss has been designed for a 10,0 pst bottom chord live, load nomonGuttent with any Other live loilds. 4) * This truss has been designed for a live load of 20Opst On the baltom chord in all areas where a rectangle 3 6-0 laH by 2-0-0 wide will fit between the bottom chord and any ether members. 5) Refer to girders) for tfuss, to truss connecri oils, 6) Pfovid(,, mechanical connection (by others) Of ttUSS t(D bearing plate capable Of Withstanding 100 Ib irplifl at joint(s) except {jt-,db) 5=1 53, 2=1 53, 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was Used in the analysis and design of this truss. 8) Hanger(s) or other connection deme(s) shall be provided sufficient to support concentrated (oad(s) 83 lb down and 114 ib up at 5 0 01 and 83 lb down and 114 Ito lip at 7 0-12 oil top chord, and 100 In down at 5-0-0, and 52 It) down at 7-0-12 on bottom ehotd. The design/selection of such connection device(s) is the responsibility of otheis, 9) In the LOAD CASES) section, loads applied to the face of the mrss are noted as, front (F) or back (B) 10) "This his manufactured product is designedas at) individual but ding: component. it. The suitability and useof this (.;omponent for any particular hwiding is the respcilsibility of the budding designer per ANSI TPI I as referenced by the, hii(iding ,,ode," LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncfease= 1 25, Plate lnciease=l 25 Unitomi Loads (pit) Verl: Concentrated Leads (lb) Veil: 6=- 59(F) 3=- 67(11`7= 67(F) 8=-26(F) I WARNING, Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M11-7473,ax, TWO"015 BEFORE USE 0t, i t( i,mo " oly will, mir,+, lof,, llhs i 1r} h I w ts< i )iliy -q —11;,)t, m,,+,(f ,urn ar I Is 1<,[ - x11 kv ik*lkv 11 tAA1ldh,1 , .,uq ,Iorlf, .1"i mo, rtu, kAl'jil# "'liry 111, ,j 4 41-14fily 4 1111,44) 11 1, 4- i-fly inq i ite rho ti'l, , llr —iAl Nil' MiTek' c Awoyti Foq{rire,l fo( % jAfflY, 1i,d 1-pf,wont ,All, 1 4" ji"t 1, il ,,I( <101v(ly, "J", rk, n 1"d i'faC01r4 A 4 Quality Criteria, DSB-89 and SCSI Building Component i 6904 (`,,ke East Ilhai Safety information "IN, N Fl- 33610 T60024 1T30 Monop¢ch 3 1 Ta7Q779fi t 1.0-0 5-8..0 1-0-0 S-a-O s Apr 19 2016 %I k Industries. Inc. wed Nov 02 15.57-57 2016 Page 1 s1Ygz4t mX-zKHKd76rT0UF?9f4sxD.. WQNIEE9aiYf2noz9LhyNCGu 4x6 - Scale = f a9-7 2x4 = 5-8,p LOADING (pst) SPACING- 2-0-0 CSC. DEFL. to ivc) Udell Ud PLATES GRIP TOLL 20.0 Hate Grip DOL 1.25 TC 028 VerT(t_L) 003 2-4 999 246 M120 2441190 1CDL 1U0 J-UrTtlser DOL 1.25 BC 0,30 Vert TL) 0,09 4 I24 180 BGLL 0-0 ' Rep Stress Inzcr YES WB 0.00 Horzjt-) 0 01, 6 Wa rva BCDI_ 10.0 Code FFC2014/T1`1i2007 Matrix) Woight: 26Ib FT _ 20% LUMBER- BRACING - TOP CHORD 2x4'SP No.2 TOP CHORD Structural wood sheathing dlfect,y applied Of 5-8-0 cc PUs'llos, excop! FOT CHORD 2x4 SP No.2 end verticals. WEBS 2 x4 SP No.3 FOT CHORD Rigid cefllng directly applied or 10-0-0 ac biacrng- 01 HERS 2x4 SP No.3 REACTIONS. ( IblSize) 2=300/0-8-0, 6=172/0-1-5 Max Horz2=135(LC 12) Max Uplif12--78(LG 12), 6--76(LC. 12) FORCES. ( lb) - Max- Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- ( 8) 1) Wind: A SC E 7-10; Vult=1391nph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=6-Opst; h=25ft; Gat. It; Exp Ef: Encl_ GGpi=0,181 MW FRS (envelope,) gable end zone and C-G Extenor(2) zone.,C-C for members and forces & MWFRS for reactions shown, Lumber DOL= 1,60 plate, grip DOL=1,60 2) 1 his truss has been designed for a 10.0 psf bottom chard live: load noncom urrent with any other five loads- 3) ' 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 will fit between the bottom chord and any other members. 4) Fearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain fcrrnuIa- Building dosignor should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide tticc t an€cal connection (by others) of liuss to bearing plate capable of withstanding 100 In uplift of ;omt(s) 2, 6, 7) " Sernt-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss E1) " This manufactuted peactict is designed as an individual building component. The suitabIlry and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as mferenued by the building code.,. Ali WARNING Verity design parameters and READ NOTES ON THIS AND INCl. UDED MITEK REFERANCE PAGE Mlt-7473 rev, 101031ZO15 BEFORE USE Ookjkln volti t t ar[gy` illrmil k", vnf<k kis Kt'rx i-111yup,(,i t. it<[(k ;a1 tK fiiitt ':N1 s4 n nt, ix t l boas aysl n Nv t- I<r tnr tiak f[anl Hit l £ ,Ww' nurst w dl} tl t tl t h rtdllty >t f d,pn { .rr<rn < t s ll" i 14"1 "lly n Il islets fla # k1n It f II,,, v,nl rl 191' btA, lire.) cI, ki JI Nkvir,tritr£i"It, -iiat«p,lea,ntI—ktin,r'r it, itvl<$, e xi£lko'uvr-t, nni/^s ;f z rI ,stwrswrh AtttiR i"11r'nr[ ,r fry a lit In i in mc;l7 i hi x Nlt Mi a t A gys [c Nt6t l is t al kt ilttY an l l ; 1 ,<x1t Wr;'w, wills I -,`lt4" 1 ry rr 11 irslrav it, I pt-r—IV , kt[n-xl^' I „r c;e=nr r<tl sarlr<i<me e: i•y }:trr itwtl ltx-, f( A,r rtkvs ti-n, and twon 11,rl of hu4v . , rnkI tm,, systeinf, tee,*ANSI/Tfsll Quality ChteNa, DS6.94 and RCSI Rutlding Component 69,04 Fatke East Elvd Safety Information „i3azil 114t, tram Ism, 11,Ilk' 11 Tampa. FL 33610 GABLE 19797797 T130024 Ir31 6_8_0 4x6 3 Job Reference icLn,aIj 7 640 s Apr Ir, 2016 MIT4 Indust ies. Inc WedNov 021 15 57 58 2016 ID YPdNv2JXSeH2BWkHvosIYc .iz4(3niX-RWtiqT6TEic5(iqEGOekD2ew,sYeU'I IBO, 6-6-0 1-0-0 S,;altt = 1 SE 20 21 22 3X4 III 13-4-0 6-il 1) - ---- -------- -- ------- . ....... . . ------ LOADING (psp SPACING- 2-0-0 CS1, DEFL, in (loc) t/deQ Lid PLATES GRIP TILL - I plate Grip DoL 1 25 To 056 Vert([ I t 0.05 2-6 >999 240 MI 20 244/190 TCDL 10,0 Lumber DOL 1,25 B G 0,36 Ven(R,) -0,09 2-6 >999 180 BG1, L 0,0 Rep Stress trIL"t NO W F3 0.07 Hor7jQ Q,01 4 illht Iva BCDL 10,0 Code FFIC20141TIP12007 rmalnx) LUMBER- BRACING - TOP CHORD 2)(4 SP No2 TOP CHORD BOT CHORD 2x4 I-F-1 No,2 BOT CHORD WEBS 2x4 SP No,3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size.) 2z491/0-8-0,4=493M-80 Max Nora 2=73(LG 12) Max Uplat2=157(LG 8),4=-157(l-G, 9) FORCES. ( Ilb) - Max, Comp,/Max. Ten. - Ali forces 250 (lb) or less except when shown, TOP CHORD 2-15=-6171140,3-15=-5381167,3 16=-538/I66,4-16=-618/140 BOT CHORD 2-17----85/475,17-18=-85/475c 18-19-851475, 6 19= 85/4753 6-20= 85/475, 20- 21=-851475-11 22=-85/475,4 22,= 851415 we( ghl, 60, ILI F i -- 20% Stiuc, Juial wood sheathing dire city or 6-0-0 ot; pr.glins. Rigid ceiting dueAly applied or 10-0 0 c)I, braning, NOTES- ( 12) 1) Unbalanced root live loads, have been considered for this design. 2) Wind: ASCE 7-10; VuJ=1 39ruph (3 second gust) Vasd_=1 08rriphl TGDI_,4,2fast: BGDL=6,0psL h=2511,, Cat, 11, Exp B: Incl., (' Cpi=0, 18, MWFRS ( envelope) c ,)able end zone LUrnber DOL=1,60 plate grip IDOL-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 quaittied building designer as per ANSVI PI 1, 4) Ail plates are 2x4 MI-20 unless otherwise Indicated, 5) Gable studs spircodat 2-0-0 oc, 6) This truss has been designed for a 10.O pst bottom chord live load (1011GOTIOUrrent with any other live toads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other mernbers, 8) Provide rriectianical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (It=1b) 2= 157, 4= 157, 9) ' Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of 1111,13 truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to SUPPOrt GOMGntraled load( ' s) 56 lb down and 79 in Lip at 1 () 12, trio 56Ibdownand79)bupaI: 12-3-4otit(i;)ct)(wd,tt(1301bdowr)an 1441brip at 0-10-8,241bupat 1-0-12,241bupat 3-0-12, 24 lb up at 5-0-12, 24 lb tip at 6-8-0, 24 In up at 8-3-4, 24 Ib up at 10-3-4. and 24 if) up at 12 3-4, and 30 it) down and 44 In up at 12 5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 11) In the LOAD CASE(S) section, loads applied to the face of the (toss are noted as front (F) or back (B), 12) "This ManUfaCtUted product is designed its an individual building component. The suitability and use of this (,,ornpoconl for any parricidal- Wilding is the responsibility of the building designer per ANSI TPI I as referenced by the building code." LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber lncreafse=1,25, Plate lncrease=125 Uniform Loads (( it) Ved: 1- 3: 30, 3-5=-60, 2-4=-20 tillilk WARNING - Verity design parameters and READ NOTES ON Tff1S AND INCLUDED tifirt-EK REFERA NCE PAGE &f1f, 74 73 rtry10103120 f 5 BEFORE USE. IX,1,4( It , 1, JIV It, 't 'jw rtly vA It, I'll I, *' , -,I I,,, I"(% It Ii, , k"'Aor I i t I-, I "itly If "II j it, Im"t-f, ,A - III, I is [ -I, It I N01,,A, III, .It A, it[ I' , I- I,{ -I n 'I flm 'Y'k, ft" li, I, tie* It I, kiii. fit K I I I), IM V"'lly lh, , 41 'Ii, ')I 410V I *);, It w Aol, ,n I I i- 'i ,'t I Y 11 t If -I 111, 11 iltith,,,t=r. III Nil' In -nit --no, Wek' r,tq,x-i V,IslIt Afify, III,$ I" Iwv,vnl -Ii, will It I inp)iv ,It, I I ty , ILLI,I r;,,, I "t i)"hor it ,,I I, i,K,- " I(Itp s,, $I; ,tl It", isit 'r iu Ill, It I it 1, t, " 1, .Iivtci Y, ,I," 11''I I and I i „t, in I o I it I, v,,-- ;,.I In o% sV, Iot f ... .... •ANSUTPII Quality Culotte, DSB-89 and RCSI Building Component 6904 Parke Lao Blvd Safety Information ov- rtom lims Mll,- ln!,100, 2W N Tampa FL MCID I CGI: s 4 TB0024 IT31 IGABLE TC,7977W 7.640 s Apr 19 2016 MFTek Indwrle,, Inc Wed Nov 02 15 57 S8 2016 YPdNv2JXSeli23WkHvosiYqz4GtnX-RWr,qT6TEsc5dqEGQekD2ewsYelJ?1 16041 LOAD CASE(S) Stanched Conc,entrated Loads (ILI) Vert: 6=12(F) 15=26(F) 16=26fl 17=38(F) 18=1 2(F) 19=12(F)20-12(fl 21 =12(F) 22=38(F) WARNINC, - Vwifydasignparameters and READ NOTES ON THIS AND INCLUDEOWTEK REFERANCEPAGE AM-747.7 rev. 1010"015 BEFORE USE, voi, I (" i Mil"k, , "[q,, t'is I,,[ 'In IF viM. I, i I] t.11l. Hn, I, -m{, r ,,10, 1-1 tvl-vMom M11, It t, BF, Ick'o 11, x, IMF fu I[ I F I I,, )I i/,x :J,, I - I .... xmt -l, -0 ,Ac ltti n•II ferntYn ny A I I -m, nlent t'F'x it 1,) M!Tek era tV' r!,)Wi t1q,AOgl 14 tRM(-v,,1 IA-ANSI/Ml Quality Ciliterio, DSB-" and SCSI BuildtngComponent 6904 Park(, East Blvd Safety Information ov, 1 AA< tf-m Inisr, (,Ja jje Enslitute. 21tr N, ioo ,','A 0 T9797798 T60024 t Cc,mnwn , Job Reference a tiasat) 7.640 s Apr 19 2016 Well Industries- Inc. W Ip:YPdNv2JXSeH2BWkHvoslYgz4GmX-v;P52p76?4kyEzpTzt_F 13-4 0 4e5, -- 3 2x4 02 4 1-0-0 Scale = 1:25.3 3x4 -.-.- - .,,,.. _.. 4-0 LOANING (psf) SPACING- 2-0-0 CSI, DEFL. In (ioc) lldefl LJd PLATES GRIP TELL 20'o Plate Grip DOL 1.25 TC. 0,51 Vorl(l_€-) 0,05 2-6 >999 240 IVTT20 244J190 TCDL 10.0 Lumber DOC 1-25 BC 0.45 Ve!T(TL) -0-12 4-6, >999 180 i3Ca1 OD Rep Stress lncr YES WB C 12 Horz( I-) 0.01 4 n/a rVa BCDL 10-0 Code FBC20141TP12007 (Matrix) Weight_ 50 Ih FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CH(1RD Sfaxluiai wood sheathing directly applied or 5-6-12 oc puhinS. F30T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braCit1q, WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 2=58710-6-0, 4=.587t0-8-0 Max Harz 2=73(LC 12) Max Uplitt2=-153(LC 12), 4 =-153(LC 13) FORCES. (lb) - Max- G'omp.IMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6991257, 3-4=-6991257 BOT CHORD 2-6=-1011538s 4-6=-101t538 WEBS 3-6= 01303 NOTES- (7) 1) Unbalanced roof live loads have been eons€tiered for this design. 2) Wind: ASGE 7.10; Vult=139mph (3-second gust) Vasd=106mph, TrODL=4.2psf, BGDL=6-0psf, h=25tt, C',at. If; Exp B, Encl_ GCpi=0.18, MW FRS (envelope) gable end zone and G-G Exteticr(2) zone,C-C tot inernbers and forces & MW FRS for reactions shown, Lumber D0Lr1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 pst bottom chord live load ncn(,on(-,Urrent with any other live loads. 4) . This truss has been designed for a live load of 20-Opst our fine bottorn char(: 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. 5) Provide mechaniceai connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except (jt 1b1 2 =151, 4r153. 6) "Semi - rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this 1russ- 7i "This Inantrtactuted product 4s designed as an individual building component The suitability and use of this component tot any particular building is the responsibility of the tuilding designer per ANSI TPI t as reteren,ced by the building code," WARNING - Ve q design parsmerars end REAR NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY- 7473 rev, 101=015 BEFORE USE rt.,p,z Hl f!^r rk<^. tV wltt ivtll<k ,t.ne i,i ttu.;E"J<7tr is t"ss .# ,nIY'4 ",rt`a rn,:,fi i tih .r. ,:sr Sis (ry :xi tr fi+iazlt nit Nr rt:onst to€Lnr.! l i truss zy. Er n ltc Rxr. usr . IPu r>rrtl iva7 ,ffwtii rxa+t ,,,r nfy the, r{y lit rt 4i1 :ri test#r I.Ii n t+h pis %rrk 1 { +.t+^tip 4n rlxx rho ti 5 1, •vr7n E 4 11x s: ,if hrNeiirh&ksiq 7 Wf"in(jlr1 it, t i t,txetisi,l Irlv*Hn a Cvs4r, kilt ri hrr"',' ' In, il,>i x*f imlintK rs,rniy_ A,tNi, n<,!!<xat—1,. IY ram. I [x cEnatrer7l h, r,tnu MiTek i rhaatysrc {i a} tr,t fior s4 rtv4ltY kn f! lErweanl ISgtie>, itt,t sst(Me r E ro tl tl{+n ssxt f>°,f'e•rty t<}rn xa Fnt i:D<i, ,r, rl r}rrf<i rr; +sE^r7:ar tiny tlu> rot,rr.. atk n at.,iav7zx- 10iveI y "n' tl,,rr uid iY,' if ry) of Imme a iod t u ssyslc•ms -,* A€dSkR6°tt Quality Criteria. DSB-89 and SCSI Building Component 6R04 Parke East Utvd. Solely information fr, -I, kc> Irenr Iru s PI,ile 6ntdufe, 21 a N t ce Sf. a l o+tik; (i 12 fV<<x,nractd r `,' 22;5I A. is+3d a- FL 336t 0 I FUSS I I Uss type v'Y "Y T33 comm. 2 Job Reference lentionar, CI-8-0 N 3X4 6-8-0 0 7.640 1, Ap, 19 201 C MiTek rndvsl,Ies im Wed Nov 02 15 57 59 2016 Page, I ID:YP(INv2JXSeFi2BWkHvo$lYqz4Gii)X-vjP52p76'?'7kyEzpTzL.FSbrT 1b2oirrRLt-EkSGP1yNGGS 6-8-0 Scare -, 1 24.8 IN 2x4 3A 13-4-0 318-0 LOADING (pst) SPACING- 2-0-0 CS11. DEFL, n 10c) I/dell Ud T(;[-L, 20,0 Piale Grip DOL 1,25 TG 0,54 Vert(U) 0.06 4-5 999 240 7GD1, 10.0 Lumber DOL 1 25 BG 0.45 Verlj[-) 0,13 4-5 m999 180 BCLL O'D Rep Stress lm:t YES WB 012 Horz(lt-) 01 4 n/a rva BrCDL () IQ, Godr, FBG20I4fFP12D0/ Islatrix) LUMBER- BRACING - PLATES GRIP ml 211) 244!190 Werf$-lt: 49 lb F F_ 20% TOP CHORD 2x4 SP No.2 TOP C14ORD Structural wood sheathing directly applied or 5-6 11 oc priffin,"', BOr CHORD 2X4 SP NO,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No-3 REACTIONS. (Ib(size) 4_.502/0 8-0,2=591/0-8-0 Max Horz 2-82(1-(, 16) Max Uplift,i=-1 11 (LG 13),2-153(l-C 12) FORCES, (11h) Max. Comp,/Max, Ten, - All forces 250 (11h) or loss except When shown. TOP CHORD 2-3=-711/272,3-4----709/271 BOT CHORD 2-5=-137/549,4-5=1371549 WEBS 3-5=01306 NOTES- (7) 1) Unbalanced rOOf hVe loads have been considered for this design, 2) Wind: ASCE 7-10; Vull=1 39fripir (3-second gust) Vasd=108mph; TGD(-=4.2psf, BGDL,-,6.0psf, h,-25fl; Cat. III Exp B Encl., GCpi,,0. 18, MWFRS (envelope) gable end zone and C-C Exterior(2) zome,C-C, for members and forces & MWFRS for reactions Shown, Lumber DOL--1-60 plate, grip DOL=1 .60 3) This truss has been designed for a 10,0 pst bottonn chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,0psfan the bottom chord in all areas where a rectangle 3-6,0 tall by 2-0-0 wide will tit between the bottom chord and any other mernb(as, 5) Piovide rwl chanfcal connection, (hy others) of Inus's to beating plate capable of withstanding 100 Ib uplift at joint(s) except (lt-Ib) 4=1 11 2= 1 53. 6) "Stami-trq(d pitchbreaks with fixed heels" Member end fixity model Was used in the analyst,-, and design of this ttuss, 7) "-[his rnankllaGtUred product is designed as an Individual building component. The suitability and use of this component for any PRIfiCUlar bUllding IS file responsibility of the building designer per ANSI TPI 1 as nateronced by the building code." WARNING, Verify design pararriafols and READ NOTES ON THIS AND iNCL UDED MITEK REFERANCE PAGE M11-7473mv. 10/0"015 BEFORE USE y,fom Nqoea wse, imlstv,dn, the1111i, MiTek' i, IN, try, " jkjif-f 101 A q0tyui.ltcor, I 1, I I, v,O, Wilt) I, I injury, in I[,;, j -11 - r g", IIo 1, :, Ido' 1, rt,+ rqo, Y, cxc.,. trot I olx 11,1, 1, J;4,I, 4 trio—, "m r I rir,l tyste m,. -,ANSi/TP1 t Quality Criteria, M-89 and SCSI Building Component 6904 Patki, East Frio Safety information IV<Xl it 4o 11-m lm,s 11,ir, lltl H, I,- Af,t, l?, iaexof,id, t',A,1231 4 Tanqm Ft, 33610 134 Truss Type Half Hp TQ797800 1-0-0 I. (140 $ API I V kf(Flb Mi I eK 1PQUMrIt5 IFIC yVe(l I— - I — 1— — 1 10yd I I D:YPdNv2JXSeH2BWki ivosh(gz4GmX-0vy'F F98kmJsps 7OfX3inh73'?AOS87VPuITOF pxQyNCrt 5Y,6 = a 4 Scale = 1 27 3 2x4 3xA 7-68 12- io'-a 7-6-8 ----------- - LIS --2 ill,O . . ... 3'jLOADING ( psf) SPACING- 2-00 CSL DEFL. in Ioc) I/deti Ud PLATES GRIP TGLL 200 Plate Glip DOL. 1,25 TC, 0,69 Vefl(U,0,10 2-6 %49 240 M12O 244/190 TODL 10'() Lrwriber DOL 1 25 BC 051 Veftjt-) -023 2-6 G-38 180 BOLL 0, 0 Rep sliess imr YES WB DA2 Hoiz(TL) D01 5 n/a n/a BOLL 10, 0 Code FBC20141Tr120()7 matrix) Weig tit 61 it) FT = 2011% LUMBER- BRACING. TO CHORD 2X4 SP No,2 TOP CHORD SITLAAFIFal W00d 51's',11h1r)q d1T&Gt1y applied or 4-8-11 Do PuOlns. except BOT (,'HORD 2X4 SP No.2 end vurlical"", WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/ siZe) 5-492/Mo(Jranl Cal, 2=580/0-8-0 Max Horz 2- 1 86(LC 12) Max Uplift5-- 126([-C 9),2--142(tJ-' 12) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or ressexcepI when shown. TOP CHORD 2-3=-615/162 BOT CHORD 2-6=-227/454,5-6-225/461 WEBS 3- 6=0/304, 3-5=-555/273 NOTES- (8) 1) Wind. ASCE 7- 10; Vult=139mph (3-second gust) Vaisd-108mphl TCDt-4.2p,01 BGDL=6,0psf, fi=25fl: Cat, If; Exp BLncl_ GGpt=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zoneiG-G for members and forces & MWFPS for reactions shown, Lumber DOL=1,60 plate gnp DOL=1,60 2) Provide adequate drainage to prevent Water ponding, 3) This Kiss has boen designed for a 10,0 pst bollion) chord live load norjconc;jjrT6,nt with any other live loads_ 4) ' This tmss has been designed for ar live load o(20.Opsf on this bottom chord in all areas where a rectangle, 3-6-0 tali by 2-0-0 wide mil fit between the bottom GhOtd and any other mernbers, 5) Refer to girder(s) for truss to truss craineGtions. C-) Pre ride mechanical connection thy others) of litiss to bearing plate capable of withstanding 1 C10, it) uplift at joint($) except ot=4)) 5-- 1 26, 2--,142, 7) " Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, The sufabilityantl i, rso of this component for any patllc;rilar bUil( fing 15 the reSPOnsib0ity of the building designer per ANSI Till I as referenced by the buftfing WARNWO, Verify design parameters and READ NOTES ON THIS AND WCLUDED MIFTEK REFERANCE PAOEMIJ-7473 re, M,0312015 BEFORE USE, iTek' i"Aw, rys-, julw I 0"i Slot Cly' lol t'' ('1"V,ml Al' it ', will I—Wl 4, r 4 qui ", 11, 1 (vt ,I ty I'm, Mv? r, Ai k , IN, r " st' qL Iq'j, , 1, qMl V, ,-at' ." Ike ' : FF I, I r'I . F"it " I "I rm,-% )P , I Ilt i%sy,,J, i;s v 3,ANSVTRf I Quality Criteria, DS8,84 and 9CS1 SuMing Component 6004 Nuke East BNci Safety tntormorkin ov- AE AA, llvI, , Init 11, It,, ircil JI 1j,,, ; 18 H, She, t #1 3IJ W XIF 1C III, I, VA ??:' 14 Tampa. Fl., K%10 T60024 T35 Hart Hp 19797801 7.640 s Apr 19 2016 MITek IndustrIos Inc. Wad Nov 02 15, 58 00 2016 Fage I I D:Y PdNv2JXSe H2BW KHvoslYgz4GmX-0vyT F98kmJsps 70fX3m h73" EyS5 RVs0U TOBpxQyNGGr 1-0-01 50-8 4-6-0 340 4x6 - 3X4 Scale z 131 3 4 5 2x4 12-10-8 1,4-0 LOADING (psf) SPACING- 2 O O CSI, TEFL. in floc) Udeti Ud PLATES GRIP TGLL 20,0 Plate Grip D(.-)L 1,25 TG 0A4 Vefl(U-) -0,17 2-7 >8qO 240 M7 20 244!190 TCDL 10.0 Lumber DOL 1,?5 BC 0,68 Veil('T L) -0,43 2-7 >345 180 BGLL 00 Rep Sless Inc, YES VVB 0 19 Hoti(TI-) 001 6 rVa nia BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight: 71 in FT = 2011,,4 LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP 'CHORD stzuotufai wood sheathing directly applied or 6-0-0 ot; puftins, except BOT CHORD 2x4 SF,No,2 end Ve7li(als WEBS 2x4 SP No,3 BOOT CHORD Rigid ceiling directly applied or 6-0-0 oc niactog, REACTIONS. (Ib(size) 6=492/Mechanical, 2=580/0-8-0 Mix Harz 2=231 (LG 12) Max UpIrfI6=-133(LG 12), 2=-140(LC 12) FORCES. (11c) - Max. Comp./Max, Ten. - All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-691(237,3-4-374/81,45=-267/117,5-6==-5061237 BOT CHORD 2-7=-3901577 WEBS 3-7=-346/302, 5-7---213/497 NOTES- (8) 1) Wind: ASGE 7-10, Vult=139mph (3-second gust) Vasd=108rnph: TGDL-4,2psf1 6GDL=6.0psI; h=25fll Gat- III Exp 13; Lnci_ GGpi=0 18; MWFRS (envOope) gable end zone and C-C Exterior(2) zone.;G-C for members and Imes & MWFRS for reactions shown, Lumber D01, = 1,60 plate grip DOI-= 1,60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst bottorn chord live load nonGonotment with any other live, loads. 4) * This truss has been designed for a live load of 20,0psf on the bottorn ch,,,)td m all areas where rectangle 3-6-0 tall by 2-0-0 wide voll fit between the pottom chord and any other Ifrembers, 5) Reter to girder(s) far MISS 10 TIUSS C0nneCIi0nS, 6) Provide mechanical conneclion (by others) of truss to hearing plate capable at withstanding 100 1[) uplitt at joint(,,) exi,ept 6=1 33, 2= 140, 7) "Semi -rigid pitchbteaks will I fixed heels" Member end fixity model was used if) the analysis and design of this truss, 8) 'This manufactured product is designed as an individual building component, The suitability and use of thts component for any PaWjC,Uiat building is the responsibility of the building designer per ANSI TPI 1 as reterenced by the building code." WARNING - Vanity d"gn paiumetel. And READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PA OF 41111- 74 73 rev, 10103120 15 &EFORE USE. I1ti i V, III I ("I 1w "I If V Wirt Mi I "k, 1, ai, thi" I-,i„n 1I ls, i "ol y , it "s, I t l"oI,<1, "ti sr., a I 1" 1, 1 tt , Ir 1, rI 1, 11 1 , A, N I I 1 1111 [ I " " " I I, I i , I Nil' I if, ji,, ir, I i, I , t t i klln,j "I if"MI+ l'i,)l III i's w,!l MiTek I,- IiWoys-,jIAI-J rcx stAAjttyil"i I" Jto'cJ,f coflofu,, Witt, I I-noi InAgy 'n'r i,i-l,'ity dom-lp,, ow, 1i"I, rf% Itj tw, lng 'f Vrz,u s <znd fttm ystems, -< ANSI/TPII Quorl" Criteria, M-89, sand RCSI Building Component 6404 Flacks Fain Blvd sollety Information ov'30h4 4" fr•,,1 lima 11, It,, lmrlule. ?Is III l-, MI-1, omlo 31, N,,on,drv), VA 21319. Tampa- FL. 33610 s-, Type T9797802 TB0024 T36 Hall H,p nce 0 tlonal Builders FlrsiSoucce. Tarnirli Plant Oly Florida 31566 7.640 s Apr 19 2016 JwTolk ltidu5l,lesim Wed Nov 02 15 58 01 2016 PE ID: YPdNv2JX",eH2BWkHvo,lYgz4GtiiX-s5WtSV9MXd g0Hzr5rnIwgGYNZsVNECaet2xtVII,7 12- 10-8 5- 6-0 1-4-0 3x4 — 3X4 A S scale = 1 36,6 3x4 -- 2x4 b 3X4 6- 0-8 11 -6-8 12-10-8 I 5-6 -0 1-40 - -- I to Offset4 jX Y 4 0 w----- LOADING ( psf) SPACING- 2-00 CSI. DEFL, n (10c) Udell Lid PLATES GRIP TCLL 20,0 Plate Gnp D(A- 1,25 7 (, C, f,l Ved(LL ' 1 0,06 6-7 ,999 240 M720 2441190 TGDL 10,0 Lumber DOL 1.25 BG 0,44 Vert(T[ ) 014 6-7 999 tau BC11 0,0 Rep Stress Inct YES WB 0,64 Hcrz(TI-) 0,02 6 ilia n/a BCDL 10,0 Code FBG2014/TP12007 Matrix) Weight: 65 If) ET - 201 LUMBER- BRACING - TOP CHORD 2X4 SP No2 TOP GHOI-11) Structural wood sheathing directly applied Or 6-0-0 00 puffins, except 60- T CHORD 2x4 SP No-2 end verlicals, WEBS 2X4 SP No.3 BOT CHORD Rlgid ceding directly applied or 9-8-9 oc bracing. REACTIONS. ( ib/size) 6=492/tylechanical, 2=580/0-8-0 MaX Horz2=275(1.-C 12) Max UNtft6-184(LG 12), 2=-1 27(LC 12) FORCES. ( 1b) - Max- Cornp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP GHORD 2-3=-742/138 BOT CHORD 2-7--351/595, 6 7--351/595 WEBS 3-7=0/291, 3-6=-62(33/367 NOTES- ( 9) 1) Unbalanced roof live loads have been cons(dered far this design. 2) Wind: ASCE 7- 10; Vrtfi=l 39ritph (3-second gust) Vasd- 108roph, I-CDI-=4,2psf; BGDL,-6.0psf1 h=25fi: Cat, 11, Exp B; Encl_ GGpi=O, 18, MWFRS ( envelope) gable end zone and G-C; Extenor(2) zone;G-G for members and forces & MWi-FIS for reactions shown, Lumber DOL= 160 photo grip DOL-1,60 3) Provide, adequate drainage to prevent water pending, 4) This truss has been designed for a 10,Q psi bottom chord live lead nonconGurforit with any other live i(,ads, 5) * This truss has been designed let a live rolad of 20,0pst on the bottom chord in all areas where rectangle 3-6-0 fall by2-0 Owide will tit between tire bottoni chord and any other members, 6) Refer to gToter(s) for truss to truss conneutiolns. 7) Provide rnechanitcal connection (by other,,,) of truss to hearing plate capable (If Withstanding 100 to Uplift at JOInt(S) OXCePt Ot=lb) 6--184, 27,,-, 127, 8) " Serni-fiqtd pitchbteaks, with fixed heols` Member end fixity model was used In the analysis and design of III's truss. 9) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," WARNING , Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK RCFERANCE PAGE MN,7473 rov. 101OX2015 BEFORE USE Ard I(r il"o only wrih milk 1-1lIlli, l""4on is t-S-I 'fily rutxv, F"r wwler h-wr, ll,i K 1, r Ill R,li r luol I ullIII io , "t"t - 11 Iti'l [);-i- ly It this ullIN, "V' MiTek...... t,4111. 011" ll, Mouil}(,, dellv,iy, eteti ft<xl ond I ll, 1( sng,A trim , kl, I imz st lANSIPPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East NMI Safety Intotmotion Wqm Irm, ll" Ii, ?Itt tq g,lti, 22:kM Tampa 1`1 jot) I russ TBOW4 T17 1-0-0 3x4 LOADING (pst) TOLL 20,0 TGDL 10'0 BGLI_ 0,0 BGDL 10.0 LUMBER - TOP CHORD 2X4 SP No-2 F0T(',HORD 2x4SPNo.2 WEBS 2x4 SP No,3 OTHERS 2x4 SP No.3 3-8-7 SPACING- 2-0-0, Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr NO Code FPC2014FCPI2007 REACTIONS. (lb/size) 2--_607/0-8-0,9=800/0-1-8 Max Horz 2=89(1_G 4) Max UpIift2=-213(LC 4), 9,=224(LG 4) Haft Hp swder CSL TC 0,46 B(-,' 0,52 W B 0.34 Matrix) FORCES. (lb) Max, Comp./Max. Ten. -All tot ces 250 (1b) or less except when shown. TOP CHORD 2-3=-1193/360,3-4--95()/224,4-10--888/223,5-10=888/223 1301 CHORD 2-7=395/1111 WEBS 5-7--216/903 lD:YPdNv2JXSeH2BW 3-3-9 DEFL. III Verl(ILL) -0 05 Verl(TI-) 015 Horzjl_} 0,02 BRACING- 10P GH()RD BOT CHORD 4x6 4 Ioc) 1/deft L"d 2-7 999 240 2-7 771 180 9 fl/a T9797803 1-5 IlwrjGYNfVNTDEHlAel2xMlJSyNC Scale = I I ? 4 3x4 10 5as 10-0-0 PLATES GRIP MT20 244/190, Weight 47 Ib FT -= 20% STructutai wood sheathing directly applied or 5-3-3 oc PUrlins, exrePt end verticals. Rigid ceding directly applied or 9-4-1 oc bracing. NOTES- (11) 1) Wind: ASCE 7- 10: Vult=l 39mph (3-second gust) Vasd=, 108tnph; TCDL=4.2psf; BGDI_,-_6,0psf' h=2511, (,a! 11; Exp 13, End_ GCpi=O, 18; MWFRS (envelope) gable end zone, Lumber DOL---1,60 plate grip DOL- 1 .60 2) Provide adequate drainage to prevent water budding. 3) This truss has been designed for a 10,0 Pst bottom chord live load nonconcurrent with any other live loads, 4) ' This trusts has been designed for a live load of 20,0psl on the bottom chord in aft areas where, a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bell ohoid and any other members. 5) Bearing at joint(s) 9 considers patallel to grain Wattle using ANS(TPI I angle Is grain foiniula, Building designer should verily r-apaclty of bearing surface, 6) Provide mechanical connection (by others) of truss to bearing plate at jor)l 9, 7) Provide mechanical contraction (by othets) of truss to bearing plate capable Of withstanding 100 to uplift at jotnt(s) except (jt=lb) 2=213, 9=224, 8) "Semi -rigid pitrdhbreaks with fixed heels" Member ejid fixity inQded was used in the analysis and design of this tiuss, 9) Hangehs) or other connection devae(s) shall be provided Sufficient to suppor-t concentrated load(s) 117 Ib down and 115 1b tip at 7-0-0, and 117 lb down and 115 In LIP at 9-0-12 on top chord, and 296 lb down and 53 lb up at 7-0-0, and 83 In down at 9-0 12 on botrotri Onord. The design/selection of such connection devicets) is the responsibility or others. 10) In the LOAD CASES) section. loads applied to the tkG(,' Of the truss are noted as front (F) or back (R) 11 ) "This manufactured product is designed as an Individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' LOAD CASE(S) Suandatc! 1) Dead + Roof Live (balanced): Luimber (nctease=1 .25, Plate Increase-1 25 Uniform Loads (pit) Veil: 1-4=-60,4-5=-60, 2-6=-20 Continued on WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDEGM(TEK REFERANCE PAGEARP7473 re, laV3,2015 BEFORE USE, iw "14V ti,fh Mil,*, I MiTek' N wx-lk'noivj [v In of liosso,%,Ni, I s-,ANS/TP0 Quality Criteria, DS849 and SCSI Widing Component 604 Parke Fast Blvd. Safety Information "Ivo4klt 1" h"i" Ifin, rl rie tali Rrte. 2l8 N, i,-Sit<x=t Suit,, 3 11, Ai,,x, il,dli,i, VA 27314 Tampa FL 33610 T9797603 1Lt0024 137 Hatt Nip Girder 61rldets F(r;iSauece. Tempa. ... F'Iani City- Honda 33566 ...._— LOAD CASE(S) Standatd Concentrated Loads (ICE) Vert_ 4=-1 17(E3) 7 296(B) 10=.1 17(B) t 1_-59(B) Job Reference a. banal 7.640 ss Apr 19 2016%Tek Industnas_ er Wed Nov 02 15.5801 iD YPdNv2JXSeH2(3WkNvotdYgz4GmX-s5WrSV9MXd_ 9UHzr5mlwgGYNMsTDE_N1- AA WARNING • Vorify design parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERANCE PAGE M*7493 rev 10103120i5 BEFORE USE st, in ,r< 11I4 t I r<o 1ttywith Mii k. ,I,n<> I,1. Ihik rkr*kr 1, t*rs I-14Y -it n Inleakl Yt n ,,it II,f,.t :AkIl fi,+i.fijoi t. d10 it ,,I ,,ri( iu n,iu`i i miss t,Vskm [#>t;ttc, n,• klx kv tN ftih},f,",q;}rtennist V, 1tv the rjI4ic ilillty<<,I # ti'l,(,A- t teis nriI Ivilyit at nik tht; 1""*11,"nl th, ",zt rU ;$^ Nil' hstkdilj, tesli}r NIYXiottn It,ote:#1,krIIov,vnl txwkttn I1,,iv,+iluoiIlk m","{-'nI,4(vele(nirointx::",I 4Y_ A,r;lft„Ii A t,,m; xya l4'.Iltt-ni^ith x7nf TE r, xtl+ nt}^r juil I fal ski it Iiity• rn Si ([ tan[ S 4 ,> "Alt I "It 4, ( (—I,iIkiµtly xtv:if,t,q+,fly kllI l'I" Inr Ciei r,tl Ifinch ax ,a In,}cr, 91 ,t)tho t34k'.11iC Zi et )1,.1,lo, Ctt':7Vc'SY fftt 't{c tt or"I I+h.0 sI (,t Yklrsa, h ,Eta i In m w%lI -IttS, wt ,ANS4/Tfltt QUainy Criteria, DSB,09 and &C$I BufIdIng Component 69,04 Nitke East 61,,d Safety Information ovaikit 4,i (runt Iru<s t'lak 11 nNfutu, 2ltt N I<, SU, , t ?tfte :Tt 1. N,°a. trt<Sn, t. VA 22314. Talrrpfl, FL 33610 Job Truss Truss Type Oty Ply T97117904 TB0024 T38 Hart Hp Job Reference (Optional) 1 "0 S Apt I V 2016 MU eK rrKIFMltleS I rK VVe0 NOV Ff I b> N$ ),: V I c rage I ID:YPdNv2JX$eH2BWkHvoslYgz4Gri)X-KI40gr9 Hw6X5RY2fUp9DU5WAFr,nGziBt)wtgwovyN('Gp 4-3-9 1-0-0 3x4 30 6xis Y Scale = 1:19A 2x4 3 6 3X6 — LOADING (pst) SPACING- 2-0-0 CST- DEFL, I CLI- 20,0 Plate Grip DOL 1 25 TC 0,58 veft(LI-) TGDL 10,0 Lumber DOL 115 BG 072 Ved(TI-) B CL L 0,0 Rep Stress Inct YES WB 0,30 H(.)FZ(TL) BCDL 10,0 Code, FEC2014/TP12007 lylalnx) LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 20 SP No-1 OTHERS 2X4 SP No-3 REACTIONS, (lb/size) 22469/0 8-0, 8=349/0- 1 -tt Max Horz 2 111 (LC 8) Max UpI112=- I 72(LC 8), 8=- I 15(LG 8) FORCES, (11h) - Max, Cornp./Max, Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-732/380 BOT CHORD 2-6=-457/682 WEBS 3 6=-578/423 6 4x6 - IN r/dell Lid PLATES GRIP 020 2-6 >589 240 MT20 244/190 049 2-6 >233 180 C),0i 8 rVa rVa Weight: 44 Ib FT :_ 20% BRACING - TOP CHORD Sbuclufal wood sheathing directly applied or 6-0 0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing NOTES- (10) 1) Unbalanced roof live, loads have been considered for this design. 2) Wind: ASCE 7-10; VuIb%1X)mph (3 second gust) Vasd=108mphl TCDL=4,2psf, BCDL=-6.0psf; h=25h, Cat. 11; Exp B; Encl., GCpi-0.18; MWFRS (envelope) gable end zone and GG Exterior(2) zone,C C tor rnernbers and forces & VpNFRS for reactions Shown, Lumber DOL= 1,60 prate grip DCIL=1,60 3) Provide adequate drainage to prevent water pondmg. 4) This Truss has been designed for a 10.0 pst bottom chord live Toad nonconcuirent with any other live Toads. 5) ' This truss has peen de -signed far a live read of 20.Opst or) the bottom chord In all areas where tectangie 3-6-0 tall by 2-4-0 wide will fit between the bottorn chord and any other I-nernbets. 6) Rearing at joints) 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula, Budding designer should Verify capacity or bearing surface. 7) Provide mechanical connection (by oth(,us) of truss to bearing plate at joInt(s) 8. 8) Provide, rnechanical connection (by others) of tiuss to capable o platebeatingcwithstanding 100 It) uplift at joint(-,,) except (jt=lb) 2=1 72, af8- zl 15. 9) " Semi-uqrd pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 10) " This manutactetred product is designed as an individual bu((ding c:ornponent. The Suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." WARNING, Vadlydesion parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ulf-7473 rev, 10103IMS BEFORE USE, V, Iii, the Ir—, <'nly Witt, nt ... + I, Iff huildil Iq 1,Iv p!, I40"AI'l it), 1r', I I'), I c 1, [,1, 'V*I, It K I, kit" I -I 4f. It vt I, I, al Im"', — et }F, V, I J v I 9 f I I "t -'s "I IN A,,, fllk,n r! 1, '1"1 , + III, It 1, 11 "u'v one[ I 0 t w I MiTek' stillAidly , IF I, I t,Ivvetll (—Irq,,, walla I.I—nol ilfufy, a FJ jq"l,:Vfv halt hoc, for rI F,* I, tt,. = 1,, I, 3<ivk I Ih, a vid tm, 1,(^ ANSI/TPJI Quality Crtterlo, DSB-89 and SCSI Bulkil Component 6904 Parke F10 BIVd tnmo, safety Informationvu*, A 4<, 4-'n lmgIII Tampa.EL 336IO Job I cuss I cuss I ype wry "y T9797805 1600,14 139 monopach 9 i Job Referenc o,tce, TaWa plart CAY 7 640 s Apr 19 2016 M,T(,,k lriduiAnes Inc Wed No, 02 15 58 02 2016 Page I ID.YPdNv2JXSul-i2BWkt4yoslYq,,4(-IniX-Kl4Dgi9 Hw6X5F(Y2fUp9DU5w5Frnozinnwgw()VyNG(p 1-0-0 4 11 5 314 19 3 4xG 4 300 12 2X4 6 15, 7 2 0 10 G-0 lc - - LOADING (psf) SPACING- 2-0-0 CS1, DEFL, in for.) ildelt Ild PLATES GRIP TCLL 20,0 Plate Gnp DOL 1,25 T(-,' 0,59 Vetl(LI-) 0,20 2-5 582 240 MT20 244/190 T (3, 0 L 10.111 Lumber DOL 1,25 13 G 0,73 Vefl(TL.) -0,50 2-5 >229 180 RCIA, Q Q Rep Stress Inct YES WB 026 Horz('L,) Q, 1) 1 7 (Va n/a BCDL 100 Code FBC2014fTP12007 dvIlatflx) Weight: 44 lb FT -- 20", LUMBER- BRACING - TOP CHORD 2x4 SP N(,,2 TOP CHORD sttuctural Wood Sheathing d1rectly appilek:l or 6-0-0 oc. purfins, excep BOT GA LORE) 2x4 SP N(,),2 end vent ("Als' WIEBS 2X4 SP No,3 BOFGHORD Rigid ctoling directly applied cr 8-7- 10 oc htaomg, OTHERS 2x4 SP Rio-3 REACTIONS, (Ib/SlZe) 2=469/0 8-0, 7=349/0-1-8 Max Horz 2,-., 1 17([-G 8) Max Uplift;?=-171 (LC 8), 7=-1 18(LC 12 FORCES, (11b) - Max, Comp,/Max, T en. - All forces 250 (11)) or loss except when Shown - TOP CHORD 2-3=-701/355, 5 6=691257, 4-6=-69/257 BOT CHORD 2-5=-439/651 WIEBS 3-5=-570(425 NOTES- (8) 1) Wind: ASCE 7 10, Vult-139rriph (3-second gust) Vasd=108rriph; TCDL-4,2pst, BGDI-=6,Opsf, 11=251t; Cat, 11; Exp F), Encl., Wpi=0,18, MWI- RS (envelope) gable and zone and C-C Exlenor(2) zone;G-C for rnernbers and forces & MWFPS for reactions shown, Lumber DOL- 1.60 plate grip DOI,- 1,60 2) This TFUS's has heen designed for a 10,0 lost bottom Oio(d live load nonconCUUOW with any other live loads, 3) * This truss has been designed for a live load of 20.0pst on the bottom chord in ail areas where a rectangle 3-6-0 fall by 2-0-0 wide =if fit between the lackitorn chord and any other marnheis, 4) Bearing at joint(s) 7 considers parallel to grain value, rising ANSUTPI I angle to grain formula, Budding designer should verifycapiliity of beating surface, 5) Provide mechanical (onne(,'tion (by others) of truss Io bearing plate at joinl(s) 7, 6) Provide mechanical GOnneCrOn (by others) of liuss lo bearing plate capable of withstanding 100 Ib uplift at joint(s) except 2=1 71 7= 118, Serni-iigid pttohbtea ks with fixed herls" Member end IrVy model was used in the, analysis and do,,,ign of INS truss. 6) 'This rTianUta(,JL1r0d product is designed as an Individual building component, The suitability and use of INS component for any particular budding is the responsibility of the fruiiding designer per ANSI TPI I as referenced by the budding code," WARNING , Verity dariagn parameters and READ NOTES ON THIS AND INCLUDED 01"EK REFERA NGE PAGE M11- 7473 rev, 1010312015 BEFORE USE. Ir 1 "At I It 1)w ol'l y "i it r M1 I "k, "'r rtra It rK, T' '*'x, I, I w 'y'". I , i y ut "n r , N' 11 s 1, + 1, 1 , 't 1n,oil'il't"I is 41111i" I I, 11,1111y, 11 I I,, t'iov,r4lt - .41, - "Mi, I Y %It q' it injuiv I, I,;,,; 'it\" 1, rw'){p" i - 1141", A %I0, I 3' ' 1-i x J41k' i H w 1, it 1 i, , 0-d Mori, '1- i< hr"""' Joiwoly '- 11(i, owl I'l, lcinq 't h.rs r a }i, I liu-y'Jolns c-ANSUTPO Quality criteria, DSS-89 and RC$l Building Component 6904 r6tkr, f:4s1 Bind. Sotety Infolmotion W411 ir, pj,p: ITItilig, 212 rl voxaxtti r VA 22314 TQn>Qo Fi, 33610 I B0024 Roof Special 1`9797C06 10 3X4 - 7.640 s Apr 19 2016 ID:YPdNv2JXSc,H2[3WkfivosiYqz4GmX-c 1-8-0 1 2 1 5 2-1 5 s !!,5,Y)-L3:0-2 LOADING (psl) SPACING- 2-0-0 0151, DEFL. to (loci Udell L;1 TOLL 20,0 Plate Grip ROL 1,25 TIC 007 verl(LL) 0.00 2 >999 240 TGDL 10,0 Lumber DOL 1.25 BG 0.02 Vcr,(T[,,) 0,100 2 >999 180 BUL 00 Rep Stress InGr YES VVB 0,00 Hoiz(TL) 0,00 n/a nla B(,,DL 10,0 Code FEIC2014ITP12007 Matnx} LUMBER- BRACING - Scale w 1 ? 4 PLATES GRIP M 120 2441190 Weight: 8 ib FT - 20"i> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appret d Or 1-6-0 oc Mullins, except BOT CHORD 2x4 SP No-2 end verticals. WEBS 2x4 SP No,3 POT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, (Ib/slze) 4=35/0-4-15,2=146/0-8-0 Max Herz 2=29(I CB) Max Uplifr41=-11 (LG 12), 2=-86(l-C 8) Max Grav4=36(LG 3), 2=146(LG 1) FORCES. ( 11b) - Max. Comp./Max, Ten. - All forces, 250 (lb) or less except when shown, NOTES- ( 6) 1) Wind: ASGE 7-10; VU11=139inph (3-second gust) Vasd 108mphl TGDL,--4.2ps1; 3GDL--6.Dpsf, h=25f, Cal, 11, Exp 6, Encl., GGpr=0,11t3; MWFRS ( envelope) gable end zone and C-(: Exlerror(2) zone,C-C for rnernbers and forces & MWFRS for reactions shown, Lumber DOL= l .60 plate grip DOLr1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconGUrrent with any other live loads, 3) * This Kiss has been designed fora 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 hetween the bottom chord and any other members. 4) Provide mechanical connection (by others) at truss to bearing plate ca uivtbre of withstanding 100 Ib uplitt at joint(s) 4, 2, 5) pachbretaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. l) " This tni I'lUfaclured product is designed as an Individual bl-Pidil'iq componrint. The suitability and use, of this conlponw,,t for any pardicular building is the respc)nsiblirly of the building designer per ANSI T PI 1 as referenced by the building code," A) l, WARNING- Vallty d..09a P.111met",1 and READ NOTES ON TH(S AND INCLUDED MfTEK REFERANCE PAGE M11-7473,ov, 1"312015 BEFORE USE itne, I-f, lilt', 1, f, n- : l,jy q "t, r M'o'll, 'Mid i, f, r <tt; k, it 1tp it oll, Sig ir,j I IPr. ISYSI,fl,, Vil+lil) tMl, rtxl tlkAkrl j MOM vodfy tll,< ijj'fi— It Aitr ''I 101i'll'i H, It— vc t" st'An14N,l" MiTek' atk,o sr,wjqo. d'At V, it"I "t l,i1w,1 in,l v-ANSI/TPH Quality Critedo, DS8,89 and SCSI Building Component 6904 Parke East Blvd Safety ink" rmotron ri,iu fi,— 111,jr,, InMihik,, /W H SAte,4, Tan.a FL 31610 197978,07 TE30024 Vol j Valley Job Reference 7.640 sApr 1 q 2016 MiTek IndusInes Inc Wed Nov 02, 15 5803 2016 ID: YPdNv2JXScH2BWkHv,)slYgz4C,mX-oUebtBAc2EEO)b7ECBKOlhdtTiotGtte8wgMC 4- 8-8 Scale = 1 1.1,8 2x4 2x4 LOADING ( psh SPACING- 2-0-0 est, DEFL. n loc) 11deft Ud PLATES GRIP T( XL 20,0 Plate, Grip DOL 1,25 1 (" 0,27 VeQ(LI-) n/a 111a 999 NIT20 244/190 TCDL 10,0 Lumber DOL 1,25 BC 0,31 Verl(71-) n/a n/a 999 BCL L O'D Her) sitess IncT YES WB 0,00 Horz(T t..) 000 n/a r1ja BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight, 16 it) F-T 20,C LUMBER- BRACING- 70P CHORD 2X4 SP No,2 TOP (:,,HCRD Structural Wood sticaitting directly applied or 4-8-8 oc punins, except BOT CHORD 2x4 SP No,3 end VC111cas. WEBS 2x4 SP No.3 BOT CHORD Rigel ('eiri-Ig drrectnt applied or 10-0-0 0c; bracing — REACTIONS. ( Ib/size) 1--157/4-t2-0,3=157/4-8-0 Max Hot Z I =87(LC 12) Max Jplft1=-25(LG 12), 3=-69(LC 12) FORCES. ( 1b) - Max, Comp,/Max. Teri. - All forces 250 (1b) or less except when shown NOTES- ( 7) 1} Wind: ASGE 7-10; V00=139raph (3-seCand c gust) Vascl--108mph I GD[-4,2psf BGDL.=6,0p,,f h=25ft Cat, llr Exp B End_ GCpi=0,16 MWFRS (envelope) gable end zone and G-C Extenrs(2) zone,G-C for metribeis and forces & MWFRS for tPactions, shown; t Umber DOL=1, 60 plate grip DOL=l .60 2) Game requires conImUOUS boltorn chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nctnGonGulrent with any other live toads, 4) * This ituss has been designed for a live load of 20,0pst on the bottory! chord in all areas where a reGtangie 3-6-0 tell by 2-0-0 wide will tit between the bottorn chord and any other members. 5) Provide mechanical connection (by others) of [tuss to hearing plate capable, of withstanding 100 It) uplift at joint(s) 1, 3, 6) "Semi - rigid pilchbreaks with fixed heals' Member end fixity model was used in the analysis and design of this truss. 71 "This manufaclurecl product is designed as an indmdual binding Goorpononl. The suitability and use of this component for any particular building is the tesponsiNity of the building designer pet ANSI TPI 1 as refetenGed by the building code,' WARNING. Venri, design parameters and READ NOTES ON THtS AND INCLUDED &frtEK REFFRANCE PAGE U11-7473rev . IWWOISBEFORE USE o0y"'ithfaloic, plo llm, i Verify its, ijjO MiTek' 1, it A t, , IN't a, ,lf atre', deliv, , V, , w. tk,l it It I t'j, 1, jj,r I (A It k s,, in, I it 4, 1,, ,,, AN SIITPI I Quality Criteria, DSB- 89, and RCSt Building Component 6904 Purke East Eil,,d Safety Information ov,611+1 trail, IRM Wll(: lrlslitrltla, 21it J,4 VA22:l1A, Nunpa FL aXICI T60024 Valley Oty T9797608 2-8-8 7.640 , Apr 19 2016 Mi I ek Mt sltws I,w ID: Y PdNv2J XS012BW kHv oslYqz4Gm X -oUeb1,BAc2E E 0jb7 3 I Scaie, 1 9.7 2x4 20 LOADING (pet) SPACING- 2-0-0 CS1, DEFL. in Ioc) I/defl Ud PLATES GRIP TCLL 20O Pate Grip DOL 1,25 7 C, 0,06 Vert((i) n/a rVa 999 MT20 244/19G' TGDL 10, 0 Lumber DOL 1,25 B C, 007 Verl(TL) n/a n/a 9q9 BGLL 0 () * Rep Stress Incr Y E I- WR 0,00 Hlo7jt-) 000 n/a iva BGIX 10. 0 Code FBC2014ff P12007 Matrix) VVe(ghl, 9 1b FT 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Slnictwal wood shealhing directly applied or 2-8-8 oc purlins, except BOT GHORD 2x4 SP No,3 end verticals. WEBS 2x4 SP No,3 BOTGHORD Rigid ceding directly applied or 10 0-0 oc bracing, REACTIONS. (lb/ size) 1=7712-6-0,3,-7712-8-0 Max Herz I =43(LG 12) Max Uplittl =- 1 2(LC 12), 3=-34(!-G 12) FORCES, (if.)) - Max. Comp./Max. Ten. - All forces 250 (11h) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139roph (3-secondgust) Vasdr108rnph, TGDL=4,2psf1 13CI)L-6,0pst, h= 25t% Cat, !(1 ExpB; MWFRS (envelope) gable end zone, and C-G Exterior(2) zone:G-e for members and forces & MWFRS for reactions Shown; Lumber DOI, 1 .60 plate grip DOL= 1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom chord live load f10r1Gon(,,unGnl with any other live loads. 4) * This 1JUSS 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 t-)etween the bottom chord and any other members, 5) Provide mechanioal connection (by others) of miss to bearing plate capable of withstanding 100 1h uplMl at joint(s) 1, 3. 6) "Semi -rigid prichbieaks with fixed heels' (Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as in Individual building c;ornponent. The suitability and use of this component for any PaFliCLAat buftng is the responsibility of the building designer per ANSI I'Pl 1 as referenced by the building Godo", WARNING - Verify design parameters and REAP NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE 011,7473rov, f0M/40f5 BEFORE USE, V<:rit i 1only "oth Mli,W 1-f" 1his, le"I'll, r, 1, 1,-, .H,j is t, , A, 11, 10,11, r,i, d I W, ill,,) , , 11,( rm, sn't,.m, fi,+,w mo, tiro mmt -11ty th", Xt 4t,"ItAly .4,i,,%Jn 1, sr,,molol, , A 'd 14t -Hy I", oit -I At,, Ihi, , ioqq'i i(it" It I Mi Otoj it dilly Tek y, s, 10, , lti- n. 0. F, i,JQ, k l r w tau h, v ua I I,io-ioq of o-,ANSI/TFIT Quailty Criteria, DSB-" and SCSI Building Component 6904 Parke Ent E110 Safety Information ovM- 44, Rom I,ms Pf It, s0k, W.y, Pjt,x, it,, lir I, V/', ?2314 Fr 33610 19797(109 I mess t Riss vo_3 Valley ID:YPdNv2JXSeH 4 0-0 I Job Reference 7 640 sApr 19 2016 MiTel, lmlusure, Inc Wed Nov 02 15 58 04 2016 Page I kHvosIYqz4GmX-GgC 5XBEpYMFLit(,)n)vrdlvAz43ZOR10400904iiyN(,,Cn 2x4 2x4 LOADING (test) SPACING- 2-0-0 est. DEFL. in (10c) i/dell TGLL 20,0 Plate Gfrp DOL 1 25 1 (" 018 Ved(U-) Ilia n/a TCDL 10,0 Lumber DOL 1.25 BG 0.20 VediTL) nVar n/a BCLL 0,0 Rep STress Incr Y E' S W B O.00 Horz(7L) 0, 111a BCDL 10,0 Code, FBC20141TP12007 fdlatnx) LUMBER - TOP CHORD 2X4 SP NO,2 ROT CHORD 2x4 SP No,3 WEBS 2x4 SP N,),3 REACTIONS. (Ib/size) 1=129/3-11-8,3=129/3-11-8 Max Herz 1 = 71 (LC 12) MaxUpllft1=-20(LC 12),3=-56(LC 12) FORCES. (lb) - Max. Gonrip./Max, Ter), - All forces 250 (1b) ar less except when shown scale = I 13 0 N Ltd PLATES GRIP 999 MT20 2441190 999 n/a Weignt 14 in FT W 20°',, BRACING - TOP CHORD StrUCtUliiII wood shealhinq directly applied ut 4-0-0 oc putims, except end verticals. BOTCHORD Rigid ceihnq (firectly applied or 10-0-0 oc bracing, NOTES- (7) 1) Wind: ASGE 7-10: Vult,=139rnph (3-second qUSt) Vasd=108iophl TCDL,-4,2pst; BCDI_-&0psf1 h=25fll Cat. 11; Exp B; End_ GGpi=0.18; MWFPS (envelope) gable end zone and G C Exlenor(2) zoroe,C-C for merobers and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate quip DOL=l .60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 pst bottOUT1 chord live load nfgiconcurrent with any other itve loads, 4) * This truss has been designed for a try(, load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fal, by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of hl,ISS to bearing Plate Gapat)16' Of withstanding 100 ;b uplitt at joint(s) 1, 3 6) "Serni-rigid pilGhbreaks with fixed heels" Member end fixity rnodei was used in the analysis and design of this mess. 7) "TNs manufaCtUled PfOdInd is designed as an individual building component. Thesrfilabihty and use of this component for any particular buildinq is the tesponsi bi lily or the building designer per ANSI TPi I as teretenced by the building code WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTFK REFERA NCE RAGE MY- 74 73 rev, 1 ""0 15 SEFORE USE. 11, ws I "", ilk 111. i"',, (,r fly witt I MI I"k " I If I, >, 1-1, I his c 11 1 r, I - i,r , I ,NY 14 'r, [ - 11: at nt lti44h-11 , , fr I I 1, 1, '1 , ri I irr If if If1, 11 t call it 1r1 I I I , 'I ( 'r I I r.,t tirm ,, Iom N+lo I N '. ft,: t-IIII41 iq niml -01Y IN, , ff j 4 > it 4111,•If R-4r n I, wnir,10(" - R I I'l, t ..iv If " if I. It, IN, 1, 11 Il , 11x, , 191' r, fiiktrfq Fit"s 'if j it fArkm it, j 1, tr I It I I wldiF "I, 't if, ii 11' i it Imss ""It "I I, $jof , I, 'f, I, I " I it "'NI, i, I, if It, it 1, 1, 4 - a 1i " i ; m"( it I"') I I I, f, 0 M iTe k I, " AW, IV, F, , 4, Sit, if I tLj ,J, A Ilry P I, I f- III, ,,, J4 -I 4 , r\,fill r-4 fl 4, r r 4-t " it 4 "If if Y It " f I 't "I v.,ry, , t Ii I I,, ' , " J(Ij fl If Ii, ; 9 , f, i. If t rn,' I It e f, A 4 1, , flior 4. S 1, " (h jo, , 1, ab", 1 Y. ol " kor 1 In, $ t ,, i, it I( I ,f if r lw,, if I I it I, i,, ri, 1,, 1, ,oANSIJTPI I Quality Criteria, DSS-a9 and SCSI Building Component 004 Pirko East pi,d Safety Information ov, idRik 4<. flon, hens PI Inl 44,0101< ',IW N I o-Slf.-I, S1100 Itlil, io,.x, ftydiio Tan -pa rL 3M,10 TB0024 v(A valley 19797(110 fll,,ril City. Florida 33566 2-0-0 7.640 s Apt 19 2016 MtTek IiIdusffv, Inc Wed Nov 02 It, t8 04 ID: YP(iNv2JXS(,,H2BWkHv slYgz4GrtiX-GgG 5XBEpYMFLkQmvrdIvA'1-3cU LOADING ( psf) SPACING- 2-0-0 CS1, DEFL, in (for) 11detl L/d T ( 11 L L 20,0 Plate Gnp DOL 1.25 T G 003 Vetl(LI-) n/a ri/a 999 TGDL 10,0 Lumber DOL- 1,25 BC 0.03 Veil(TL) I i/a n/a 999 BC1- L (),() I RepStross Incr YES WB 0,00 Horz(-', L) 0,00 2 rota n/a BGDL 10.0 Code FBC2014/TP[2007 Matrix) State -,- 1 7 9 PLATES GRIP MIC20 2441190 Weight 5 in FT = 20', LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHOW-) StMCIUFal Wood sheathing dreedy applied or 2-0-0 m purins, B01 CHORD 2x4 SP No3 BOT CHORD Rigid ceihnq directly applied or 10-0-0 oc bracing. REACTIONS. (Ibfsize) Max Horz 1 =31 (LC 12) Max Uphftl =- 9(LG 12), 2=-32(LC 12) Max Grav 1 =55(LG 1), 2=41 (I-C 1), 3=27(LG 3) FORCES, (lb) - Max. Comp,/Max, Teri - All forces 250 (Ib) or less except When shown, NOTES- (8) 1) Wind: ASCE 7-10, Vult=139mph (3-second 9USt) Vasil--108niph, TGDI-4,2psf, BGDI---6.0pst1 h.-25111 Cal- 11; Exp B, Encl_ GGpi=0.161 MWFRS (envelope) gable end zone and C-C Exterior(2) zono,G-C tot members and forces & MWFF.'iS tot, reactions shown, Lumber DOL---1. 60 plate, grip DOL=1.60 2) Gable iequiies continuous bottom chord bearing, 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 tot a live load of 20,Qpst an the, bottom chord in all area-,; where a rectangle 3-65-0 tali by 2-0-0 wide will lit between the bottorn chord and any other members 5) Bearing at jornt(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain f0frMila. Building designer should verify capacity of bearing SU[faGe, 6) Provide rnechanical connection (by others) of Miss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 2 7) " Sern I- rigid pitchbfeaks with fixed heels" Member and fixity modei was used in the analysis and design of INS truss, 8) "This mankifa0ired product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsihilily of the building designer per ANSI TPI I as reterenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS ANO INCLUDED MfTFK REFERA NOE PAGE UP- 74 73 rev, 10103120 15 BEFORE USE. t), -Jklfr, r, llii II v, i"', i ct 4 y Witt; i Mi 4 ot iu- t,i F, It it, deq jr, I', I , I., I •. I'l V - it , 1, 1't, 11 1, t S 'hot,,T 1, )11, 11, 1, 'r IM 1, y Ito I j< I! I q JR, iii ,t ni t 1, t 11, t 't hry iTek' r k t000tfilyot,J"it)I withJ-MH,J-,(nolInitay itIICoi-ify 1, ,pkI,AI,• 1"'il'Al iit I, t, tr( wlt10, d,41v,afv. "I, rl-yj (),J,I tIu%,S,K, I tar, ysl,fw,. 1,,-okNSI/TPI1 Quality Criteria, US8,89 and SCSI Building Component 6904 Parke Eam EI(vd Safety Into, M,aPon 0vs 11it 4<1 111,In 1111Y, 11, It, Itisvlui2 11, H, ioe Slwot, Still, M1, ,, foo, 'A Tampa_ FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/; Centen,' rplateoJoinituniess x, y of, sets are Dimensions ore fri ft-;f,,-sxeen4hS Apply I,, iotes to iocth sides of truss and fully ernbed teeth, 0-1/ 11, or 4 x 2 iorientat{on, locate plates 0--" from outside edge of truss This syrnbol ind;ca+es the required direction cf slots n connector plates. I•I' ll . I ; . a 77 1-41softwareor upon request. PLATE SIZE The first dirnension is the Plate 4 x 4 wicth measured perpe-n1dice lar to. siots Second dimension is the lenigth, Parakel To sits. LATERAL BRACING LOCATION indicated by symbol shown andr by Text in tt) e brocirg section of the Output. Use T or 1 r,,racing if indicated. BEARING indicates locationwhere bearings supports) occur. loons vary but reaction sectior"i indicates joint number where bearings occ.ur Min size shown is for Crushing only. Industry Standards: ANSI /7 PI 1 National Design Specification for Metal Plate Connected Wood Truss Construction DSB-89: Design Standard for Bracing, Bcsi: Builoing Component Safety Information, Guide to Good Practice for Handiing, installing & Bracing of Met --I Plate Connected Wood Trusses, 6-4- 8 1 dirnensfons shcvvr-i n ft-iri-sixle,ntrs Drawi- igs no VD aie 2 T(,,',P CHIORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS C" FSR- 1 3 "1 1, PSR- 1352, HR 1988 E R - 3 O 7, E S R - 23 62, E 397, E S,,,R - 3 2 82 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others, 20,12 MiTeCJ; Ail Rights Reserved Miffek2 V71 ek E ngireering Peference Sheet: M!1-7473 rev 10/013/20) 15 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I Additiorai bfo,-nig lCir truss System, e g u;agon-ol or X- C raong, isalways (eali-gred, See BC9, 2 r-r Ad,e truss spocirig, naiVx-, JuC;i i0tef tD'OCes he Delve ay" re quire fora . ol afernal( ve Tor f (x-, n 9 s r,, 0 u 1 d o e r- On s oe r e r-I Neveexceed the C---Sigrt 110coingtihow) aricl ne,-,,ef stoCk rriateii,,JS On inG<SegUateCy b( oced Trusses 4 desv_erecfrc r, supervfSor, pr,:,i- Tr ov,,. ,er and c;l! ot""er intAP-Sfed paities 5 --u, inernioers to 0--ar fightivagairst eacr, -,"Mef proce cAcites of-; ecicr, face-, of truss a, ealch C:/nl or:d ernlefijiry KnoTs Cirrd wane, 3* Cqn L,, ANSllP! 1, T ore, e be Suit, t--,iy p,1cfecteC: Me enviforrner) t in c7,-Cx4? -IvJfhANSl/TPi I sh,cil ni,,t exceed 9% at tiirneof faibric,) t,Gr, rfiess expressi, tills oesion not a;ap'licc-Zle fof jse life gseeu, urrtDe 10,,-ornt,er is a non-strucli-ifal considercfikCn, and is tt-,e 1.sclonsibiiitv of truss fobncotcr G nera,ftiriCtice!s, COM_-,er or dens, 1010d deflel-,fiorl, noicateclo,e min irr,lifn;C;Otng feciuirernents it. Lun,.bef used sholl be of the species. and Size, and in ali respeCts, e%uia,a, foof better tt? on friat sbeC" iffeli 1 '3 TCp, 1-rjofCr 1ruSt Ce she-afhed 0, puriins prcv,aed Or 1r;,':iiC0ted On des(gr`, 14 P,.CtToff) ChCiros ieque 11 ' fol bracingat 10 It Spacing c", iess, if Ceiling is fnslci6rd, uNessotheri,,ise rioted, 15 comic ions not snom-, are 'he responsit:-,,iliry cf 15 Do r"ot CUT or alter tTuss Ylerrtber or pOte W-hcvt prior approval of on engineer 17 instaii and i0al vertically Unless indc- ated otherwise L'se Of green, Cr lumber MCry 1,,ose unoccep-hle environ,nen'ol, ofti c,,, risk_ C'onS,, It WVr. DfojeCt engineer before use 19 Review cl: portions of this design. (front, Lock, words oind picirufes) befofe use. Reviewing picTures atone, r- nof stiff scent 20 Design assiumes ry,onufac%re in, occclr orllce With ANISI/TPI I Quality Criteno, Fq-Gi-R BEAF N6 HE16HT 5LHEDULE 9'-4" 11'-4" Hanger List H1 HTU26 H2 HGUS26-2 H3 THA422 NOTES: 1.) REFER 10 HID 97 (REG . ENDATiONa FOR HANDLM, ?NSTA! LA TON ANO TEMPORARY 3RAL€N6.). REFER 70 EP:ED2AV,%6, FOR PERMANENT SRAL' 1%' cEOJWx,'NEERED E. D. 2-) ALL TRI755E5 (INCLWIM, T BUSSES LEER VALLEY FRAMING) M,KiT DE COMPLETELY DECKED OR REFER TO DETAIL V05 FOR ALTERNA iE DRACING REOUIFEMENT5. i ALL MLEY, 5 ARE ?0 5E CONVENTIONALLY FRAMED DY 5,V,-DER. 4-) ALL TRUSSES ARE OE53%ED FOR 2' ac. MAMMA M 5PAC1%, ! M E55 OTHE RW15E NOTED. 5. j ALL WALL5 SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO 5E LOAD hEARV- 41i, OILE55 OTHERWI5E NOTED. 6) 5Y42 TR'v',SES kU1,T M INSTALLED WITH THE TO? Du%UP. 7) ALL ROOF TRUS5 HAVERS TO BE SIMFSON HT LJ26 Lh%E55 OTHERWISE NOTED- ALL FLOOR TRU55 HANGERS TO DE 51MP50N l' HA422 WJ_E55 OTHERWISE NOTED. a) 5EAMISEAPE RtLYNT,-L (kVZ) TO155- Fit6,04ED 9Y :FJILoER. SHOP DRAWING AFFROVAL THK LAYOUT 6 'HE SORE SOUR(£ FOR FADFUT]ON OF SRt>45E5 A£dJ V0 1) ALL PREY!(AI; Af6MTECTL M. OF OTHER TR1755 i. AY4Jt5. REYILW ht$} AP?ROVtu'. 0€ ',:@5 Li7tRt! bf7iT 6f RECUVED BEFORE ANY TRiF" 1S WILL 5E 5C'0.7. VERIFY AILL GRt ITP6 TO M? ft' ALAM1 ;' MWd THAT WILL RESS.T IN EXi' RA W?6E5 TO Y0J A-ui 10-, Nu - RM 0Widmob e, a AFirstSourceOrlandoPHONE. 407-t3 iI ZIOO FAX 407$51-7111 Plant City PHONE. 813- 759-515i FAX EF13-752-i.;>32 USL ER Taylor Morrison Homes Eden III A N. OUB5 0iiiON TB Lot 24 stkf 9fATi;f7. dp9i, 11- 2-16 Rick Taylor Morrison Homes I. Eden III x 0 Permit # City of Sanford Building and Fire Prevention Product Approval Specification 1 6 - 3 0 7 5 Project Location Address 412 Treasure Lane M Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Stain ...Therma Try Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Series 440 SGD FL16054.04 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll Up__ Automatic Other 2.Windows Single Hppg_ MI Windows Block Single Hung FL17676.2,9,16 Horizontal Slider Casement Double Hung Fixed MI Windows 3540 sera Frame Fixed Glass FL18644.04 Awning Pass frojected Mullions MI Windows Mullion -vertical FL18504.2 Wind Breaker Dual Action Other June 2014 1 1_ Category Subcategory i Manufacturer ( Product ( Florida Approval # 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. affits-- FL12019-R5 Storefronts __—_ _ Curtain Walls Wall Louver Glass block Membrane Greenhouse__ E.P.S Composite Panels Other 4.Roofing Products AS halt Shin IeS ______ alas Roofing - Shingles W FL16305-R4 Undegaa meats InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Roofing tiles Roofing Insulation Built up roofing Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing _ E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 2 I Category / Subcategory Manufacturer Product Florida Approval # I DescrOtion (include decimal) 5.Shutters Accordion Bahama Colonial Roll ur) u0ment Other 6.Slkyliqhts Other 7. Structural Wood Connectors Anchors Truss Plates MiTek Industries —Truss PlatesFL2197-R5 Engineered Lumber ---.-,-,- Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products VACTie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 20 14 Fnri HATCHING Ll{ ? 4AIAPER4Y tdLi +++ }+ tk tlti b'.It xu:t' arntmau't£L- Y"F 3 Ai 6'•0' wtJ. AJF. I I fOrl CR I 8 i bGtE3i1 A4ett[ I I 1 i I PLT. Hi, TYPICAL MASONRY WINDOW SCHEDULE — WINDOW WIDTHS k hYiN;YJY; CALL:{YJ'tx 26'. 054 V2 32 % 715N 3754 S 33' 9 3 `„o 0 33 58 73 5N 33 _54 14 SH V2 34 $H 24 5F 34 $H 5544 0-,si4 i5544. 35'si 2 6514 Vt 36 S!i 76 SN 30' `,kl yURiY MSW&T 0£94N65 FOR ALL 4UJ67G+:.5, 1n 5 AV R61ALLAIM MT YART FER t a ; s t t "" iJ! 5 ytOi'SAtaf R AV , :tFrCAi1G+8, rct a ca"txx fxtT ao resat 2EFERTOf_ FLATS£OR STYLE Of W C11 844t ccmy UN G ' ifRiBGtc-3MFIN1KNftd47 If @ 5ME,C+$UfXT C5M,CRf D gnu 76 sK 'n 31 i3+"P. sl i` Y-r W, A'a'.tl .At d-C v J" Jb `Ji 1I Y-{• Aff, H6 LDbT TEEJ)AAEt— ai RCT 'a#Men 8t3. 925.UaJ 1E1. 1Al . 1TJ3.it1Ao FAX W WVl11.tVCikN'SC1T4 PWDR , ys DEN suTart C` s 13'- 4'.12•-0' 6YfQ' J I PASfRDR1' flf4 C7X v i{ j• / ar 8"- 4• FLAT CLG. v 7 dg LNILAk 3 tilts a 4{ i FAMILY ROOM 5717 bb;D GARAGE 3 a c 9'- 4• PIT, HT. E) ti YLMGD7 J Gx2 soRAU f.' a7a uff caz R H LA MSzCV. r Mid3RAQM t£4:;£caa Ls 00 Wiq{'1f4 . illfl Iona ca f, u Liz, iLT, 3IX€ wGr. s° a gL— i L¢ I. j,.l V J x2a TY' fY3i 7>xJa Jea rcni. 3b' k '16"LAT'1NpS LTE a st.w xnag' 11F wsw tFA`f'AoAF RAMftcCd AyWw W M R€T tilt. + AMYiiJ#I7 cw. uxuorG ><"^ :s' yyy DINING 1a 0•a12•-a• t_ 9'-4• R CLG. iT£ 4T!6a IQTCHEN x th_ 9 -4• > tiwi iA' t ra^ h: fxitAb uxo ro tr. V,aw'Ac-tar; V. iforl A"i.._ II " pA3Ef5a lfnlp/0 _ / 1pTyQdG / Y {lyar/J 1(i/. PJlYliJpad1RAFiEX4ftAfF. St aG aT. A.e ENTRY I-w7"'-ea£e. Gn. I e I I i tA9hWG 3 - AKRf2iI t' ii I I' LIVING ROOM 5- 4 fLwt QG. 4 I I •- 7c Twxzw G7lt?ti<I1Fr jI I Y£AtiYt a a s j wit s o MAIN h/#nXJR 1142 5F, [ T422] tSP?ER =L03R 1682 SF -,TOTAL Ls 3422 5F. GARAGE 441 SF . .ww nea "ux WIES LANAI 213 SF. - ENTRY' 34 SF. _ BALCLh'T' 423 Sf. - IOTA_ $a rT. AM 5r", MAIN FLOOR PLAN NOTES J c4t£ r: iv GARAGE RIGHT Q BEDROOM 4 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS WINDOW CALL -OUTS q 2v WhM IMF& 301aFa 14MFd. LLJ VOL4 203960 30306iJ 40305kO Z 10TZ 50 W SW 3MS44 4"NI, 12. wo$t M05a XW34 49b05g 6c, VER f Faffi 6flmr,5 FOR ALL ovoke, uj UWMI SZE 5 AD MT A L LAT " PAT VARY PER WIFACWR A%V tff FCA7, M nffg TO FLOOR KAr, FOR 5111 E OF IP4)CW t6EV W4 -50 CASE rIDU - C-ql, OR FOED 6tA5S W P1 DE am lmfl. Wvtlk tv, M. BATH TBEDROOM2 12'- Eli u cm, nAT CLQ sl1v pa (1455k qF Eat 1wvAi , c,p4, c-".cm ek idF If M MAU nt/ BATH 2 If cl."AW cva RAM, MASTER SUITE a-G. g$ w rat mv&t MA Quh BEDROOM 3 LOnki 9*-0* FLAT CLc. M4-h A IT, LOFT jABOVE FLAf CLQ BATH 3Aj I 15" 2 C 0 i JJ L00 2jig ram,_ J<\ 4 E a 24 Fq_ O.EkR Oft?IM fEYNIS W411OWALE M WAaeaW.Tf LOA$, PART atWCUAROF5%O1t~J%4LUA wal h WOH K LAM;$ ICCAIED 01ERWE AWIRA6614- CF A 4 M OIAM 6PM V W,k4CFEQW 1CCATED LAW4 K00 OF TIT F}*v Ralk TER FaCIR . $14 W" 0" Fool OVa.1 FALL FlEAMOf MTES AD I-JMOiVV], Uf-q FF"rl, !"t UM I WN R gEanb-ZhIl 6A&W 2M,-R f&.R • 5' 4 MrM r ' MIMIDAVIS SEWS ni». wtncxru seen C) A7 V,& AM TEO ui Lai= 4rK RX); MM 0 0 COVERED BALCONY M 0 a*-0'.1)'-8' 9'- 0' FLT. HT. ABOVE 2ND FX. V) 0 PALM E r-e AFf. 0 0 o< 3422 41. 7R" tftuWITS UPPER FLOOR PLAN NOTES 2 B I 1S.G1 RIGHT Florida Building Code Online F-vy A co'? Page I of 3 P== ze.,=irs kyA;i OqxrKIS Home Log in Use, Reg[st,abW Hot Topics Submit Surcharge StatS & Facts PublicationsF6C Staff j 5CIS Site Map L!nks Search u" s'n e Product Approval Pro essi finalUSER: Public User Regulatio" n et > AgjAppillcotion0014 X FL # FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary, Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory ubcategorySwinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan 3. King, P.E. 1 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) slandard XQU 101/ i.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 httl) s:ll,A,ww,floridabuilding.org/pr/pr_app_-dtl.aspx?parat-n=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Model, Number or Name Description 15225.1 a. , ssic-Craft" and "BenchmarkCa.1iClassic -Craft" 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Thernia-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No W-AW?2 15225j_NAt4j_MSte: V0 Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant. No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225,1-68 (6'8 Door Products), INST 15225, 1-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. ( Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports EWE. y_1_6Lf " 'MI LM01 Created by Independent Third Party: Yes L'. Series'" Construction'" and 715,22S.2 b, "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing BeTru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure. N/A Installation Instructions Other: Set,, INST 15225.2..68 (6'8 Door Products) and INS] CILI,5-ZU-RLnjt4-$T-j-$.m-§,eRff 15225-68M ( 6'8 Door Products Direct to Masonry) for installation instructions. ( Note - Glazing Shall comply with Verified By: Lyndon F, Schmidt, P.E. 43409 ASTM E1300- 04) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma- Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 152253-68 (68 Door Products), INST 15225,3- 80 (Wo Door Products) and INST 15225-68M (6'8 E!J5U5JUJJJNiTA,5MX0Q&01 Door Products Direct to Masonry) for installation 1jZ",MjW instructions. Note - Glazing Shall comply with ASTM L1300 Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "J" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelftes. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12131/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225A-68 (68 Door Products), INST 15225.4- 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F, Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 1e, "Smooth - Star" ari and "Benchark 15225.5 S6/8 and 8/0 Opaque and Glazed Fiberglass Door with and byTherma -Tru" without Sidelites. Inswing and Outswing https://www.floi- idabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDqv3yVVKJZI Q... 7/20/21015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other. See INST 15225.5-68 (6'8 Door Products), INST 15225,5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- 04, (This product approval requires the use of "J" part number doors and sidelites, which have been Stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) 15225.6 f. "Premium Series", "Construction Series" and "Benchmark by Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 5-68p Created by Independent Third Party: Yes 6/ 8 and 8/0 Opaque and Glazed Steel Door with TransomS. With and without Sidelites. Inswing and Oultswing Certification Agency Certificate Quality Assurance Contract Expiration Date 12/ 31/2021 Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EU5U5__ R3_M MAWM&Kadf Created by Independent Third Party: Yes ED E9 QaL4a_ y.k:: M9nsLA20_1AL-1MThe State of Florida is an WEED employer. S, III ElWda:: (!Livacv Statement :: Al; 9 1llCU1 : : under Florida law, email adclre$Wl are Public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic, mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487. t395. -Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed undo, Chapter 455, F.S. must provide the Department with an efrall address if they have one. The smells provided .may be used for official communication with the licensee. However email addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F-S , please click Product Appro%,at Accepts: wo RX F:_" Im https- lllwww.floridabuilding.org/pr/pr—app__dtl.aspx?param=wC3EVXQwtDqv3yVVKJZI Q... 7/20/2015 Company: Therma-Tru Corporation Certification No.: NI005327-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02124/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within Amirnrtifentinn-com. NAMI's CertificationProgramisaccreditedbyTheAmericanNationalStandardsInstitute (ANSI). ran.. a a..a.•......,....,..............,,, Configuration Inswing or Outswing Glazed or O a ue Maximum Size Design Pressure Pos/ Ne Missile Impact Rated Test Report Number Comments X I/S Opaque 3, 0" x 8'0" 471-47 No NCTL-210-1940-1.2.3.4/TTF-257F Single X O/S Opaque 3' 0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-257F Single XX I/S Opaque 6' 0"x $'0" 40l-40 No NCTL-21fl-194fl-1.2.3.4/1'TF-257F Double Standard Aluminum Astragal XX 0/ S Opaque 6' 0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4=-257F Double Standard Aluminum Astra al XX 1/S Opaque 6' 0" x 8'0" 47/ 47 No NCTL-210-1940-1.2.3.41TTF-257F Double Coastal Aluminum Asira al XX O/S Opaque 6' 0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.41T7F-257F Double Coastal Aluminum Astragal OXO/ OX/ XO I/S Opaque Door 5'4" x 8'0" 40/-40 No ETC-01-741-10593.0/L-217311'I"F-257F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 8'0" 40/-40 No ETC-01-741-10593.0/L-2173/17F-257F Sin le w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8' 4" x 810" 40/-40 No ETC-01-741-10593.fllL-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" 40/-40 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 4"x 8'0" 47/47 No ETC-01-741-10593.0/L-2173n7F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 4" x 8'0" 471-47 No F,TC-01-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al National. Accreditation Management institute, inc./ 4794 George Washington Memoria" y/Haves, VA 23072 Tel: (804) 684-5124/Pax: ( 804) 684-5124j NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification o: N1005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331(rAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within C if L" d P d t tln a t rkrrvN micertifieation eom NAMI's Certification Pr m is accredited by The American National Standards Institute (ANSI), N. s el le ro uc is Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing O a ue Size PoslNeg Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097f TTF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-254F Single XX I/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097/TTF-253F Double Standard Aluminum Astra al XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097TI7F-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0"x 6'8" 47/47 No ETC-01-741-10703.0/L-2097n7F-253F Double Coastal Aluminum Astra al XX O/S Opaque 6'0" x 6'8" 47/-47 No ETC-01 ;41-10703.0/L-2097n7F-254F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4"x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/ -rF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40,1 40 No ETC-01-741-10593.0/1,-209717F-25317 Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 618" 40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO I/S Opaque Door 8'4" x 6V 47/47 No ETC-01-741-10593.0/L-2097/TTF-253F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 47/47 NoI ETC-0I-741-10593.0/L-2097/TT'F-254F Double w/Sidelites I I Glazed Sidelites Coastal Aluminum Astragal National Accreditation Manaeement Institute, lnc /4794 George Washington Memoriaylj' y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NANII AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005334-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330IE331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within a.le...A n,.,,a,,..t ! —#...n .,t — — — N amirt*rtifirntinn_enm_ NAMI's Certification Prop -ram is accredited by The American National Standards Institute (ANSI). 11 Hi l J l.G! liilcu a iwu3 u,ax,a+. ... Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing O a ue Size PosINS Rated Comments X I/S Glazed 3'01'x 618" 47/47 No NCTL-210-1940-1,2.3A/TTF-256F 9 Sin 1e X O/S Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/17F-255F Single XX US Glazed 6'0" x 6'8" 40/-40 No NCTL-210-1940-1.2.3.4J7'I'F-256F Standard Aluminum Antra al Double XX OJS Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/17F-255F Standard Aluminum Astragal Double XX US Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2,3.4/TTF-256F Coastal Aluminum Astragal Double XX O/S Glazed 6'0" x 618" 47/47 No NCTL-210-1940-1.2.3.4=F-255F Coastal Aluminum Astragal Double OXO/OXJXO US Glazed Door 5'4" x 618 40/40 No ETC-01-741-11008.0/L-215I/TTF-256F Single w/Sidelites OXO/OX/XO O/S Glazed Sidelites Glazed Door 574"x 618" 40/-40 No ETC-01-741-11008A/L-215ln7F255F Sin le w/Sidelites OXXO IS Glazed Sidelites Glazed Door 8'4" x 6'8" 40/-40 No ETC-Stand0 I 256F Double wlSidelites Glazed Sidelites AstragITTFal Standard AluminumAntraalStandardAluminumOXXOO/ S Glazed Door 4"x b'g" 40/40 No ETC-01-741-11008.0JL-2151/TTF255F Double w/ Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/ S Glazed Door 814" x 6'8" 47J-47 No ETC-0I-741-11008.0/L-2151/17F-256F Double w/ Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/ S Glazed Door 8'4" x 6'8" 47J-47 No ETC-01-741-11008.0/L-21511TTF255F r, ,.+,tA , rQ3«+tirr c Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No: N1005331-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberCiassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therms-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within t I N rtificati n corn NAM13s Certification Pr to is accredited h The American National Standards Institute ANSINAMIsCertifiedProductListingat Inswing W. am ce Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin2 0gatime Size Pos/N Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096/TTF252F Single X O/S Opaque 3'0"x 618" 67/-67 No ETC-01-741-10702.0/L-2096=F251F Single XX 1/S Opaque 610" x 6'8" 40/-40 No ETC-0I-741-10702A/L-2096/TTF252F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-01-741-10702.0/L-2096n7F25IF Double Standard Aluminum As al XX US Opaque 6'0" x 618" 551-55 No ETC-0 1 -741 -11 008.0/L-215 I =F252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215I/TTF251 F Double Coastal Aluminum Astra al OXO/OX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215I/TTF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF251 F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 814" x 618" 40/40 No ETC-01-741-11008.0/L-2151IITF252F Double wiSidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-0I-741-11008.0/L-215IMF251F Double w/Sidelites Glazed Sidelites Standard Aluminum Ast al OXXO IS Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215ln7F252F Double w/Sidelites Glazed Sidelites J-- j Coastal Aluminum Astragal OXXO O/S Opaque Door 8' 4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF251F Double w/Sidelites Glazed Sidelites Coastal Aluminum A!! Mal National Accreditation Management Institute, IncJ4794 George Washington Memorla y/Hayes, VA 23072 Tel: (804) 684-5124/Fsx: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: a THERMA TRU DOORS I 19 jNvwn,Ru OR_ EpocRTor+, ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6'8'SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W1 & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES gt--d Notes I. This product anchoring drawing has been developed in compliance with the 5th Edition 12014) 191orido Building Code (FBC) excluding the "High Velocity Hurricane Zone*. See the Certification Agency CerIfficate for sizes. specificatim and ratings. MAIL ON 31 0 AST MAX, I FRAME WIDTH OVERALL WIDTH 4 DOUBLE W1 SIDELITES OXXO MAX DESIGN PRESSURE 55.0 -55.0 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shot be beyond wall dressta stucco, team, brick and 011her wall 37-WMAX coverings. OVERALL 3. Wood screws shall be k'afalled following installation instructions of ANSI/AF&PA NDS 201Z WIDTH AN other fastener types to be installed following fastener manufactures installation instructions. 4. Fastener embedment depths, -edge distances and center -center distances sholl be as 1 in 4 s nor, shownpecfredbythefastenermanufacturerbutinnoinstanceshalltheybeleis this drawing. 5. where shims are used, they muss be 0,Vd 1 sfiff rinaterjo! Mot compfes with the requirements of the F8C.if 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs 1,9 accordance with the governing code. T Site conditions not covered by this droving are subject to former ergifleefilng OnOWS. TA&JE Of CONITIM SHE" # DESCRIMON I Typical elevations, design Env -,es & enerd notes 2 Buck anchoring 3 Frome one 4 ftome anchorrg & materials 5 HoTtzmtol a. vefficcot'sections Vertical crass sections ISiNG, F x MAX DESIGN PRESSURE 67.0 -67.0 SINGLE W1 SIDEUTES 0X0 MAX DESIGN PRESSURE 40.0 -40.0 74-'CMAX+ 53,OT MAX, OVERALL WIDTH OVERALL WIDTH 1 2ee IloveLf xx MAX DESIGN PRESSURE SS.O -55.0 to" HARDWARE M & it EUGMAUMSEMIAMM S40AWE SEM 740 DEADIMI rr SINGLE WISODEUTE OX MAX DESIGN PRESSURE 40.0 -40.0 4" tsi 4- 4 4 tej4' 177 77 5. aov, MULLION 4 1 SHOWN FOR jzyMASONRY -1 — MASON _7, 4 SHOWN FOR MASONRY-7, 7.- REFERENCE REFERENCE P REFER, 4 TY 0P, OPEN;NG yP, HEAD OPENING OPENI JAMBS HEAD HF-A:) JAMBS oa JAMBS, 2x BUCK-1,- 2X BUCK fiz 2X BJCK-/' It SHOWN FOR 6 EI REFERENCE 7 MASONRY 4 MULLION SHOWN 1 ,OP MULLION OPENING P. HEAD 11 TYP. REFERENCE SHOWN FOR' JAY-85 ASTRACAL HFAD REFERENCE 11 NOTES: SHOWN FOR REFERENCE JAMBS 1. R bck rm. S.G" 2 0.55. 2X BUCK-/ 2X BUCK 11 xI AwC70k NOM; be to martat- the "wn. ASTRAGAL1. cgof=vehm orAchor locchom at the comers fn0y oc Lrstod edge dsfonoe to rMorky)CRntz MAX, to m SHOWtj FOP 2 concrete aectior toc*Oo noted at ON C&FrEr ML10 be aq nfod REFERENCE atnAmr, " rw, edge ootar-re to -00-jokft oddftd GSM fe -rj= P y be requi-ed to orWe It* IMAX ON C&4Mr &rwwon are to exceeded- 3. Concrete anchor taboo: A900S ANCHOk A"- MIX CLEARANCE Mft CL—EAAAWE n" TO MASONRY vu-- imsfomEw --mof TO AALACRO Im T/fr TAFCON 0 DOUBLE DO 4JBLE ,rl?f_LLE BUCK ARCHORING VASO OPENING AM JK Ls 7 z 3' MULLION afar SHOWN FOR REFER -NICE CL A W/2X SUCK NSTALLA-MN 01 W/IX RUCK SIA-LA-00-4 c TfP' HEAD &"j=5 5 ltj 4.0 . aC%l IN PAIRS Typl QTypl I 3' R T CJ DETAIL DETA 49. Nu I A, It 0 Z W/ 2x SUCK Ej MiL, jLU 0 N , INSTALLATION SHOWN HOWNFOR to * W/IX SUCK — REFERENCE i NSTALLATION REFERENCE1x EI_K "4".,TO>, r, — : t: — XBuCK1#457ALLATIOS 1 TV, H:AD & z 0 IS JAM, C li X B-XK jNS7ALLATI,01,* HEAD & JAV5S SFF 0 DETAIL ' I DETAIL ' 2* A,ll' 61 C' 11 Nf- 5 E2 VIEW *D"- "D SINGLE fI00 W1SIrQEi JF VIE S. VW/ wlxfxef. Gow.rw fASIMNS, MffW 130 fn-, AU 509,n 1-1 00C* --*8 CO.WXMANS) SIDLL9 Y20M., I. The sidelite i; direct sell into the jamb with (12j #8 x 2"pt, wood screws. There are f4j of each vqrccd iamb, trom the top down at 13,5, 3 1", 485'& M. There am (2) at the, 3eoder at 4'from I he outsidecomers of the Name. There are (2) of 'he sM, 4"from the outside comers. 2 For optional sidebte canstrwfion with stoples, sided rel direct set into the jamb with 141 /6-'X 1-31, 1 16 ga. stop4es along each jamb 16"frorn ends and equagy spaced thereafter), CONCRETE ANCHOR NOTES: I Concrete anchor jecoh= at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor iocations noted as 'MAX, ON CENTS?' must be acti.Med to mp,ritakj the min. edge dfstiance to malar lotnts, additional concrete anchors may be required to erstre the'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor tobte: ANCjfOR ANCHOR MIN. MIN. CLEARANCE MtK CLEARANCE TYPE SIZE EMMMENT 10 MASONRY WGE TO ADJACM ANCHM rFw 0 2" I"TAPCONTfW TAPCON* 3/ 1 A* 1-114" 3" X tivK 2 wl/VX RUCK 2QAll "f' w/ 2X SUCK 2 INSTAUAT*N(- W/ IX eucx INSTALLATION 6,2 rl-- DEML . 7 sclat N.T. S. rc JK IT C-J 0 U) 7 PAIRS m 3' 4-1 1-- 3 TYP. I., A 3- J Vi f. A ;l 7 1p a 13, d o. oy.. 4 NSTALLATION INSTALLAWN SEE NOTE 3 '1 WL '3- IW12X BUCK SEE DETAIL 2X BL--K ASHEET3 -SEE DE 1 *11 W/1 X BUCKCa iNSTALLATION W/IX 9 FYP. HEAD fNSTAL, AMN ASTRAGAi7- y . -0 HEAD & , , & MULLQN JAMBS 6 SHOWN FOR SHOWN FOR REFERENCE JAMBS REFERENCE REFERENCE o.QLY StE — ONLY 16 DETAIL SEE T BUCK. L ON Lj 16 DETAIL 5; 16 9x 5 12 T I V Y LQQ&[ DOOR WISIDELIT—r5 yoFW-,E"-"E s0" W1 0-,IVW CORW4MD FASTWEAS, Ml J' 'I)F. ftt sure TO DOOR 'Ams co.111-179W W/2X BUCK 2 W/IX qucK INSTALLA71ON 12 W12X BUCK 3 NSTALLAIJON vl/ I x SUCKN!-,AL'ZbN:{ DETA11 '3 ATTACH ASTRAGAL THROW BOLT STRIKE -LATE 70 FRZI AS -1144OWN, DETAIL "A" f Liti 2LVZ12 N,T,S, IFS 3 115 2L21 -1 - ft! A 13 w: 07 x BUCK 2X SUCKj Py 4 w INTERIOR EXTERIOR s UN INTERIOR EXTERIORc INTERIOR EXTERIOR 1 HEAD JAMB 2 HEAR JAMB HEAD JAMB :s KjJTo ix S To wet` a 5 7o Yxiz IrwWtv{ r2X SUCK > INTERIOR INTERIOR a A tJ 1 r l t \ 9 11 cr A{ S + gw<} EXTERIOR t S3 ; ; t }' EXTERIOR i z 25" MAX. _ i 0,25, MAX. hn a SHM SPACE gq SHM, SPACE 1.25'MIN. EM9. EMB- ` c EMB, TYP. 2/2 i 7 2 rn sr 3K m A YERIiCAL Stt}E JAMS rg , MCAL SIDE JAMB ors TA?.[ k \, TD nrAxmHc Nc.,, n INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR in z ov oa 20 4 13 U I VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 5 r E w INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR za Ta za za ns- ad <Q, All 3) (S" P . 4 VERTICAL GROSS SECTION S VERTICAL CROSS SECTION a Ovrs+nng c«,rr xr d VERTICAL CROSS SECTION MTS7 JK cw oil, iF5 fC-15225.5 _ 58 THERMA Tilt! DOORS I 1 ® INDUST-AL DM,, E-e—, DH 4351 7 Smooth -Star" and "Benchmark by Therma-Tru" 8*0'SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS WI& WIOUTSIDELfTES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105-V MAX. OVERALL FRAME *DTH 1 2 1 Tj- r Q0 4 0 i i 00Si 6 1. this product anchoring drawing hos been devebmd in compliance with the 5th Editio n 2014} Fb4ido Buiding Code (FOIC) excluding the'High Velocity Hurricane Zone". See the Certification Agency Cerli"e for sizes, specifications and ratings. 2, product anchors shoO be as listed and spaced as shown on detaft. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other WOO coverings. 3. Wood screws shad be instared folowing instolrorion instructions of ANSI/AF&PA NDS 2012, AN other fastener types to be installed following fastener mcnufocttxers instcliathn inftclions, J. Faverift embedment depths, edge &forces and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in ft drawing. 5. Where shims are used, fli-ey must be a1igld / stiff" material that complies with the requirements of the F3C. 6, positive and negative design pressure requirements for use with this drawing shol be determined by others for specific jobs in accordance will, the governing Code. 7. Site conditions not covered by this drawirIg Ore subject to further engineering onalysis. TASJ Of CONTIRM SWEFT IF OMINPOON- I Typical elemfioris, deqgn i—oc—imcnotIng 3 Rome anchodng A F'rorl Ory-horkv & La Of materials Horizontal & verkce Crom sections ertlCal Coss seethris 68.5T MAX, OVERALL WIDTH Dou-MS wlsjoEUTES cxxo SINGLE W/SlOELIT75 OYO MAX DESIGN PRESSURE Locx mAkowARE MAX DESIGN PRESSURE 47.0 .47.0 40.0 -40.0 37.50"MAX. 53.W MAX. OVERALL — YAM i— 74-W'MAX. OVERALI, MOTH OVERALL WIDTH 2 3 i 4 34 G 5"7 f) e: S1 SINGLE X DOUBLE YX SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 +47.0 -47.0 +40.0 -40.0 2121112 N. T. S, LFS 3 15225.5-80 ET I or 6 MASONRY _j 11OPENINr . AD it & JAMBS 2X BUCK -Al 2N91.LDma Dk j N -HQRINQ 4' 4- T MASONRY— 7 H MULLION SHOWN FOR REFERENCE 4 MASONRYOPENING Ty H£ AD. tl II OPENING Typ HFAD olu 6 _2 dt JAMBS S JAMBS 1 I 5 0 7_ 20jjj 5 2X BUCK -)!I it z is13nayMULLION CLj SHOWN FOR 2Y BUCK j fl, 15 W Sal T 5INaLL—W /-5!Uu—Tl S 4D BUCK ANCHQRJN4 T - 74 4- 1-- 4 4 4 A- o MASONRY j MULL 4ON SHOWN FOR mULUON c, I i0 EN G TYP. HEAD A do JAMBS I ASRAGAL 7P. REFERENCE I SHOWN II HEAD REFERENCE SHOWN FOR # s A, JAMBS REFERENCE 2X BUCK tio— TES 1 j, 2x bvck mm 5.G. Z 0 55, 1 11 ASTRAGAL li CONCRETE _ ANCHOR NONOTES.2X BUCK 9- SHQWN FOR CorsoVe anchor locatans at COMW3 mOY ae cchated to mafntain the m4m. X^ REFERENCE edge distance 10 frodorta". 2, collcI"eta anchor socarlon"I noted as wvx. ON CENTER' must be adik'sted to maintain the min. edge distance tomoaorjxn43. additioncg concrete anchors May aereqv-ed to ensure lIm-MAX. ON CENITR"ckmOnsm are not exceeded. it concrete onchvtoNe: I I ANCHOR ANCHOR MIN. MW, CLEARANa MK CLEAUNCt fwEDA* wt TO MAtOMW 10 AWACM TYPE ED" ANCHOR 1TW Ihr 1-1/lr TAPCON 114' I-11r I Coo,,- MASONRY OPEN NGaJCK Ill't- ft4A I ' 11 111 16M 0 FL - 152 25.5 - 80 NOIEs rsr MULUON SHOWN FOR #I] to to lsH",5" F I I REFERC11CF REFERENCE 2- AA BUCK IN'STALLATIONW/2X 0 23( BUCK P45TALLATC 0 W/lx axK NSTALLATi.14 9 IIX BUCK NVALLA; Typ. EAD &'jAY'9S TYP. HEAD & JAMBS SEE DETA SEE NOTE SEE I I DETA t AIi 12 5 n 0' 'A' N Ew smac-DDQR wl 11RE rZt, Alt UU QDt T- W12x suck Igo INSTALLAT DN W/!X &UCK— SFF INSTAI_LATQN DETAiL HEAD JAMBS z t Sic c -- " L, I'll the sdeitejs direct set into the jcm-.,)with 112) #8x2"pfh. wood scfews. There are (4) at each vertcaljornib. from the top down at j3S, 31", 4&5" & 66". There are (2) a! the header at4"from the outside comers of the frame. There are (2) at the sill, 4'from the outside comers. th 5 7. 2. For optional sidebte conshclion with staples, sldegfe is dIrect set into " jamb w' X 1-314,,16 go, staples okong each jamb (6" from ends, and equally spaced there&tO. 3. Latch, deadbolt and hinge locations vary. See Certification Agency Cedifik-ote and corresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: I. Concrete anchor locoVoru of the comers may be adjusted to maintain the min. edge distance to mortarjolrVS. 2, Concrete anchor locations noted as "MAX ON CENTER" must be oc*)5ted to maintain the min, edge distance to modcriO101s, additional concrete anchors may be required to enswe the MAX. ON CENTER" dimension are not exceeded. I 3. concrete anchor fable: MIN. ANCHOR ANCHOR MIN, CLEARANCE MIN. CLEARANCE A 5ATYPEsafFMRWMENTTOMASONRY ED" TOAWACENT ANCHOR A A f7w 2' 4" TAIPICON 3' TA A, rZiNro F r) R —(—AA"—A" z 2;112 N TS, JK JS L DETA!,1 2 FL-752Z5,5-80 1*" , f F h z A' zw o S w/Zx BUCK. j A iNS R.LUiION W 2x 81)C,KSE£ DETA;L 1,>t5Tla ATIGN n CL SEE SEE NOTE 3 wJ2x Hi1wK SEE DETAiL iJ67AL 4w SHEFT 3 k.?B WSTALUTION w/^x BvcK y T^ s TYP HEAD g INSTAUATON+I n S j i IAMBS TYP. MEAD & Lj SHOWN FOR _# _ REFERENCE v _ ASTRAGAt-14 z SHOWNR.AFO0. SHOWN FOR .._. t w REFERENCE _ REFERENCE Z _ ONLY ONLY i i SEE OETk j. 0 i 17 . 4. + 3 5 t9 v : t'OtiM 2 iN/ Lt E FT Vi£W '£"-"i`" vOUBii DOOR n i 9' W m Z*ii 90YtwYIDbG L Iz wi c zx z S.o" w/ QFTok coRRU:dTo ASTCWIM RCN /w mP. At SNEtgr TD Dom A w cow4cnc0 s) x I i9 CC j K E Z O=,A;L " 44 t t d Ai i 3ry `^3DETAtL13" z ATTACH A.STRAGAi, THROW BOLT' STRIKE PLATE TO FRAMEW.4 AS SHOWN. CAM,2'211J2 scats N.T.S. fl S ar, are JiC m fL-7S12S,6-3O a+.ir 4 6 6 ix BUCK INTERIOR el HEAD JAMS 55 T:l EXTERIOR z INTERIOR EXTERIOR 2 HEAD JAM Q7 imp f r2X BUCK INTERIOR 4 EXTERIOR MAX, I SK-Z7 SPACE lJ5"MIN. WS. Wla, Typ. 1-4-'' VE)MCAL SIDE JAMB F Z 2X BUCK A INTERIOR EXTERIOR 3 HEAD T, b, ,bb k ox wn INTERIOR LXIERIOR SHM SPACE 1,15,MIN. EMS, S 1 VE"CAL SIDE JAMB TO wood ftcnw ksvAv 1 WIN z cs; z m 56 sz ar f>2158-0 INTERIOR EXTERIORINTERIOR qI VERTICAL CROSS SECTION EXTERIOR w4w INTERIOR VERTICAL CROSS LEC—TION INTERIOR IN A. EXTERIOR WA Szoz 560 r TF cz 12 7 tj 3 VERTICAL CROSS 909t— INTERM EXTERIOR EXTERIOR INTERIOR E; ERIOR z 14 Z. VER TICAL CROSS SECTION VERTICAL CROSS SECTION INTERIOR VERTICAL CROSS SECTION F wE 212;112 SrkL N, J JK F-L - 51515-80 5"fm -L or -L lo THERMAITRtJ THERMA TRU DOORS I I e 1-9-- ON., E—K O- OH 43517 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W1 & WIOUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION Gemfol Notes I. This product anchoring drawing has been developed in compliance wi-th the 5th Edition 2014) Florida 80ding Code (FOC) excluding the "High VE`i0cAy HLOCOne lone'- See the CerfiflCofion Agency Certificate for SiZOS, Specifications and fatlhgS, 2. product anchors shall be as listed and spaced as shown on detoiK Anchor embedment to base material shafl be beyond —3 stucco, foam, brick and other wall covenrigs' 3, Fosie,)er embedment degas, edge &tcnces and Center -center distan.ces shot be as specified by the fastener manufacturer but in no Teonce shall they be less than shown in this drawing, 4, Where shims are used, they must be a y4d / stiff" rn0fencl t,110t complies '04th the requirements of the F8C. 5. PoOiye and negative design pressure requirements for use with this drakng ". be determined by Others for specffi)cjobs in occordanceWth " governing code, Site coed fm not covered by this drawing are subject to further engineering anafYsis. I 05-5C MAX. OVERALL FRAME WIDTH O= fir'' lH Z z Li 0: 4, zi 3 4 S 6 Qi333 DOUBLE W/ SMEUM =0 Wooll W/ WEM OxO MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 55.0 -55.0 37,5(r MAX. OVERALL 74-W MAX, 53ff MAX OVERALL WIDTH C S2 WfDT14, OVERALL M,:)7H 11 12 3 2 2 2 4 4 222 Ir I P 11 3 4 5 6 3 3 3 3 Pr, a X DOOM Xx swGLE WistUaff Ox H+i 7. 0 MAX DESIGN PRESSURE MAX M*14 PRESSURE MAX DESIGN PRESSURE 0m, 2121112 isfta"darom 55.0 -55.0 55.0 55.0 55.0 -55.0 SCALE N.TS. 15 S,Cv*jh** 65.0 -65.0 D.Cl Sr JK 1 LOCK FLAROWAK MFG & SEW dcr ay L. 3: OR..NO d F-L- 1 52f25- 65MIXWMW $*MATV" $VM lAXH I KWWSET SIGNATURE $FJUES 7SO MADOOLT I SllEE7 as Of c 7 W INTERIOR INTERIOR ci EXTERIOR I '\HORIZONTAL CROSS SECTION INTERIOR cli 7 EXTERIORXTER!IOR 2nHo2HORIZONTAL CROSS SECTION I "eo IV" I & EXTERIOR r3 HORIZONTAL, CROSS LEOO—N 2 Ile% 'lotnfigvrcSon t" z INTERIOR EXTERIOR 4 N, HORIZONTAL CROSS SEC77ON 2 a INTERIOR EXTERIOR* r5 " HORIZONTAL CROSS SECTION 6. 9 le 4,- r. -s JK L- 15225-68M ;1"- 8 M 1.51 MAX. fXTERIOR OY& INTERIOR rl-'N VERTICAL CROSS SECTION Ovs}vv'sregtaGfi xsti EXTERIOR W, INTERIOR 2 VERTICAL CROSS SECTION FW4I43IOIN 1.3' MAX. INTERIOR o U co 3 VERTICAL CROSS SECTION Xttsvirzg c4r=f sxc7tron EXTERIOR INTERIOR z A 5 VERTICAL CROSS SECTION 3 rafia3 EXTERIOR w X j.. oom' r XXXXj JJtt*}}} 9 nX INTERIOR N Em gig 4 VERTICAL CROSS SECTION 3 Qzttswing INTERIOR b VERTICAL CROSS SECTION 3 t canvpvotro a a94. 9T: F3 PAN;NG NLI... FL-15225-18M t 9 r 777, EWADD6-9/1CHEAD TYP, 0 MEAD MULJON SHOWN FOR REFERENCE 7IJIS'-JA B C; TYP. 0 JAMBS JA.B e EE DETAILC) I C, " SEE 0 All I iii v I 12) 12 n + VIEW"C"-"C" SINGLE DOOR WISIDEUTES VIEW "F-"F VIEW V"-D" CONCRE#EJ. ZOM, the comers may be adp$W to mobntoin the rrin, edge cWoncO to nxwfcrj' mh. 2. Concrete onchor;occ*,ns noted as MAX CW CENTER" muss be 0CMIed Ic r-4,71or the mn' edge cfistOnce tc nwtvJPln,3, Oddt' 0not concrete OnV4n nW b>e requrgd to emve the I-AAX ON CENTER' dOrerdon are no! exCOeded. 3. co"-Yepo anchor tale: ANCHOR ANCHOR MIN. CIRARANCE AM CMAXAMCE TYPE of EMSOOMEW To MASONRY SO" TO ADJACENT ANC) fM fTw 4*_ TA CM" wZc- coIN3tI6' I-11T AS SHOWN AS SHOWN TXO,,. I SOEUTF NOTES: 1, The -4deoe is dhrect set into fh*,ktmb with 112) #B x 2pfh. Wood screws. There Ore (4) at each veffkcl fiamb, from the top down at 13,T',3T, 46.S'& W. There are 121 at the "oder at 4" from the outside comers of the frame. There are (2) at the sit, 4" from the outside comers. D 641WHEAF i 24T-TnYP, 0HEAD M"N SHOWN FOR REFERENCE 6, 9116' JAMB M, @ JAMBS 4,9116" JAW SEE DEl 7 & SINGLE DOOR IVL$IDELUE VIEW "B'-"B" TYP. 0 JAMBS SEE DETAJL']-!. ns SINGLEDOOR VIEW "A%"A" 206 DETAIL " I" DETAIL"T 27 DETAIL - 4- 14 go-n- dc-irU C24 MAIL'$" IWAIL" r TR u— nty a o o sort _?, 21 12 mL N, T,S, W, gy, JK w ay FL-- 15225- 56M -c wr, 4 i —0 VIEW "CIVIC 3- --- I - 3' - — 7-3- 1-9116- HEAD TYP. @ HEAD kf/14""r1 HEAD HZASTIA -A MULUON SHOWN FOR I SHOWN FOR REFERENCE I REFERENCE ONLY ns DOUBLE DOOR W/SID£LJff3 0 3 — N L of 6 911 &'JAMB TYP. 0 JAMBS 4-9/1 6" JAMB IF SEE W, AIL -5' VIEW"F'-'r BiLt OF MATERIALS ITEM 9 08CRIFITION MATERIAL C 1/4'MAX7 'M SPACE D I /,f X 2-31 ELC OR frWPFH CONCRETE SCREW STEEL MASONRY 30D0 FV "N, CONCRETE CUV'0Xh9NI, JU ACT 301 OR HOLLOW BLOCK COWORMP'4G TO ASTM C90 CONCRETE F I fr. 2- IJ4' ELCO OR ITIN PFH CONCRETE SCREW STEEL 3/16"x 2-3/4'1TW PFH CONCRETE SCREW STEEL Fr, HE 3116, X 2-1/4fTW PFH CONCRETE SCREW STEEL 5 T/Tx- -T-3m- Efco OR jTw PIN CONCRETE SCREW STEEL 11, 3/16- x 371 Ir ITW PFH CONCRETE SCREW STEEL 12 I/Vx3-1 4"ELCOORMWP CRETE SCREW STEEL 16 114- X 2-1114- PFH nW CONCRETE SCREW STEEL 24 9 X 314"PFH WS STEEL S EE26 STEEL SEP DETAP 4-#/16-HEAD 7YP 10 d FASTRAGAL 0 ONLY 116 9/16'JAMB ii TYP. 0 JAMBS I4-9/16"JAMS 10, 1 SEE DETAIL tK Ni j Z e Vref u DOUBLE DOOR VIEW *A %"A' 27 DETAIL "IS" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME 26 AS SHOWN. 24 DETAIL *5* lIP, 02A4il DETAIL "I" 1=1 IT, JK Lfs 15225-68M EWE' Cf 5=47 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.Q. Box 230 Valrico, FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Ceti ifieale of A till ionization No, 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 1 I8 Industrial Dr 6'8 Single 8 Double Opaque or Glazed Panels w/ & w/o Sidelites Doors erior DoorExterior AssembliesDos Edgerton, 014 43517 Inswing I Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein, Um(tatfons: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-68. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-66 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: I. UO2tewift Test §MfLdard ETC-01-741-10702.0 ASTM E330-02 i TAS 202-94 ETC-0 1-74 1 -11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-021 E1886-02 t E1996-02 2. Qav allo. Prepared by No. FL-15225.5-68 RW Building Consultants, Inc. (CA #9813) 3. gillIccIALitions Prepared W Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 122m g 62hM12 Signed gy ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab, Lyndon F. Schmidt, P.E. NAM fi §IM by Lyndon F. Schmidt, P.E. fallaUg A.xa§ by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No, 43409 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building industry P.O. t3ox 230 Valrico, FL 33595 P1wnc 813.659.9197 Ftonda Board of Professional lingincers Certiflcatc of Atethorizatioo No, 9813 Product Sub Category Manufacturer Product Name fat R 1'herma Tru Corporation Smooth -Star" and "Benchmark by Thelma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels w/ & w/o Sidelites Roans Exterior Door Edgerton, OH 43517 inswing / Qutswtng Assemblies Phone 419.298.1740 insulated Fiberglass Door with Wood Frames Scope. Product Evaluation report issued by R W Building Consultants, Inc, & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thelma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AFdPA NDS 2012, All other fastener types to be installed following fastener manufacture's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 8. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. T 99-f a Test Standard Testing Laborato Signed by ETC-01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Mark D. Passero, P.E. ETC-01-741-10703.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. NCTL 210-1940-1,2,3,4 ASTM E330-02 / TAS 202-94 NCTL Barry Portnoy, P.E. TEL 01460147 ASTM E330.02 / E1888-02 / E1996-02 Testing Evaluation Lab, Lyndon F. Schmidt, R.E. 2. Drawln o. No. FL-15225.5-80 Pre aced by RW Building Consultants, Inc. (CA #9813) Sloned & SeatedY Lyndon F. Schmidt. P.E. 3. Calculations Anchoring Prepared by RW Building Consultants, Inc. (CA #9813) Signed A §01!20 3Y Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 valrico, FL 33595 Phonc 813,659,9197 Florida Board of Professional Engineers Ccaificale of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20.3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umftattons: 1, This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the HIO velocity Hurr'l'ane Zone". See the Certification Agency Certificate for sues, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012, All other fastener types to be Installed fallowing fastener manufacturer's installation instructions. 4, Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-1522"8M. 5. Where shims are used, they must be a "rigid ( stiff' material that complies with the requirements of the FBC. 6. Positives and negative design pressure requirements for use with drawing FLA 5225-68M shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1, Test Renoil No. J2st §19odard TEL 01460145 ASTM E330-02 / E1886-02 t E1996-02 ETC 01-741-11006.0 ASTM E330-02 ( TAS 201. 202, 203-94 2. Drawing t12. Pear d No. FL-1522"8M RW Building Consultants, Inc. (CA #9813) 3. Calcu 1 ns Prep,.Prepirgd b Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 1geog LO 87.AM §19ned hx Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. O & §200 Ox Lyndon F. Schmidt, P.E. 04 A 92010!& Lyndon F. Schmidt, P.E. f k Lyndon F. Schmidt, P.E. FL PE No. 43409 2l612015 Code Version 2014 FL# 16054.04 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FIA TYP_P MAnu_fAc1!Arqr VAU-44LOLAY 5 -M V5 EL1 4- Revision MI Windows and Doors Steven M. Urich, Approved 95 FL#: FL16054.4 PE Ll Model: SERIES 440 OXXX SGD REINFORCED 717) 317-8454 Description: SERIES 440 OXXX SGD REINFORCED NON -IMPACT INTERIOR REINFORCEMENT) Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies I "ptnov— ry -". pip'uva.' Uy —'e, 'u.i. Lie 1—owe. doll 1.1rolli ny Ine —1 an.1.1 rile .1 necessary. C:: Itt I 'T I h. F 3 9 EmmLa50-487-1824 The, State of Florida is an WHO employer. C ... r,.h( 2007-2013 St.Lq_QLElor":: euy4c .1 of :: &s r o - _y, under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, (to not send ele'umuc mail to this entity. Instead, contact the office by phone or by traditional mail. If You have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida stabiles, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one, The -,aft provided may he used for official mmmuntcahon with the 4censee. However email addresses a, public record. It you do ,of wish to Supply . personal address, please provide the Deparru"t with an email address which can be made available to the public. To determine if you are a Ncers", under Chapter 455, F,S,, please click Litre Product Approval Accepts; ED *A El M 0"I Giro Sete Imps:Htlon d abU i Id ing.or-/pr/pr_app__1st.aspx 10/27/2016 Florida BUildin- Code Online Page I ol'2 Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd,com Authorized Signature Brent Sitlinger bsitlinger14irruwd,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Conti -act Expiration Date 12/31/2016 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 51anAarA AAMA/WDMA/CSA 101/1.5.2/A440 Method 1 Option D y9or 2008 https://Ilot-idabLlildin.org/pi-/pi-_app_dtl.aspx?param GVXQwtt)qtl-'PiiidYiNL)Wi-z,,t... 10/27/2016 Florida Building Code Online Page 2 ol'2 Date Submitted 10/30/2015 Date Validated 11/02/2015 Date Pending FBC Approval 11/03/2015 Date Approved 12/15/2015 Summary of Products I FL # Model, Number or Name I Description 16054.1 SERIES 420 OXXX SGD SERIES 420 OXXX SGD REINFORCED NON IMPACT REINFORCED INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No EL16054 R_jl Qq_Q0jQQ_p0f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIN54 R5 AE 512517_Cpj_f PRESSURE RATINGS. Created by Independent Third Party: Yes 16054,2 SERIES 120 OXXX SGD SERIES 420 OXXX SGD REINFORCED NON IMPACT REINFORCED INTERIOR AND EXTERIOR REINFORCEMENT) TM Limits of Use Installation Instructions Approved for use in HVHZ: No ELIJ6054_R5 _R_Qa Q$ j pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN EU&Q4 RAE_5j251 PRESSURE RATINGS. Created by Independent Third Party: Yes J REISERIES 440 OXXX SGD 160543FRIS44SERIES 440 OXXX SGD REINFORCED NON -IMPACT NFORCFD El"ORC _E W INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No tl_1_6054 RLjLQazgL80C_pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ELJ_QQ4 R5 AE 512 7,p& PRESSURE RATINGS, Created by Independent Third Party: Yes 16054, 4 SERIES 440 OXXX SGD lig, SERIES 440 OXXX SGD REINFORCED NON -IMPACT REINFORCED INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No ELLk4 f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN ftL6054 R5 E 125 gdf PRESSURE RATINGS, I Created by Independent Third Party: Yes F.. Ckl F-..l if :: 2601 Qlan St2ne R0,10, Teilland,5ce Fl 32322 The State of Florida is an AA/EEO employer. QlapyEjahj 2 -- :: euy'cy,Sjatement :: &:esslbHl[v Snternent:: eajf&Laa'aL4LquI= tinder Florida law, ernod addresses are public records. It you (10 not want your e-mail address released in response to a p.blic-urc-ils request, (to not send electronic mail to this entity. Instead, Contact it,, office by phone or by traditional niad. If you have any questions, please contact 850,487.1395, "Pursuant to sect lot) 455.275(1)' Florida Statutes, effectlye O(A.1her 1, 2012, licensees licensed under Chapter 455, F.S. trust provide the Department with an email address if they have rule, The euriadi provided may be used for official communication with the licensee. However email addresses are public record. If your do not wish to supply a personal address, please provide the Department with a., en —I address which can be ruad, available to fire public, To dereniurie if you are a licensee Pride, Chapter 455, F.S., please click 112Lc Product Approval Accepts: RE 0 EE M Credit Gard safe littps:// floridabtiildiii(,.oi-(,/pi,/pi-__app dtl.aspx'?pat-aiii=w(il,-VXQwtl)qtl-'I"iiidYiN[)Wi-zst... 10/27/2016 0 CC N N 7 S S 3P7, 0 2 ANCHORAO 4 1 A REV 5 ZI/ 3 P SIGNED: 1012912015 MI WINDOWS AND DOORS, LLC 1900 LAKES DE PARKWAY C EFLOWERMOUND, TX 7502E Nq ?gyp 00 F5SERIES440XJIXSGDREINFORCED NON - IMPACT NOTES A V.-TAX OF' tu 0 V.L. 7- 08-0188 sc`-z NTS 01/08/13 1 OF 9 MAI SERIES 440 XIIX SGD REINFORCED EXTERIOR VIEW T # DESIGN PRESSURE RATING IMPACT RATING N 35.0PSF NONE REFER TO CHARTS 4 i & #2 FOR OTHER UNITS RATINGS CHARTal CHART4'2 WHERE WATER lNFIL TPATiON RESISTANCE IS REQUIRED WHERE WATER INFILTRATION RESISTANCE IS NOT REQU,PED SEE NOTE 9 SHEET I SEE NOTE 9 SHEET 1 Design pressure chart (pst) F,ama Sngie P3ne1 and Total Frame VVdth IL^,) 3:00::V:::::-36 0 42,0 1 47.3 00120.00 14400 168,00 189.13 Pos, Nag Pos Neg Pas Nag Pos Neg 78,0 50,0 50.0 50.0 55.4 50.0 50.0 46.6 46.6 80.0 50,0 60.0 50.0 53.6 48.3 48.3 44,9 44.9 84,0 50.0 57,8 50,0 50.4 45.3 45.3 42,0 42,0 88.0 47.5 42.6 42,6 39.4 39.4 20 44,9 40.2 40,2 37.0 37,0 96,0 42,6 1 35.0 3$,0 350 35.0 Design pressure chart (p-,;g S,,* Panel and Total Frame VAdth HegRt 0 Lo i- 44 .0 47.3 1211, 0 14364,000 168,00 189.13 Pos I Neg Pos I Nag Pos I Neg Pos Neg 78.0 810.1 2251 4 11 1 50.0 46.6 4&6 80.0 50.0 53.5 13 L48,344,9 44.9 84.0 5TS 57.8 50.4 1 50.4 3 45.3 42.0, 42.0 8.0 54.7 2.6 42.6 39.4 4 F 92-0 51.8 51.8 44.9 9 40.2 40.2 37.0 1713fl9C049,3 49.3 426 42.6 3- - 3, . NS7AU-A7, kART&q ATF Ar'W 14) 5, D 7,Z. Number of anchor locations required Frame Snale Panel and Total fame VVdth (n) f- Liqrt 30. 0 36.0 42.O 47.3 20, 0 144.0 168.0 189.1 H& S I Jamb H&S Jamb H&S Jamb H&S Jamb 7$, 0 8 5 9 5 11 5 12 5 0. 0 8 5 9 5 li 5 12 5 84, 0 8 6 9 6 11 6 12 6 mo 8 6 9 6 11 6 12 6 92. 0 6 6 9 6 11 6 12 6 9& 0 8 6 9 6 11 6 12 6 M11 WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT ELEVATION D AN, luV. L. 08-01886 NITS --7 01/ 08/ 13 1 2 OF 9 SIGNED: 1012912015 Jll I H1111 NStp 11 0 0 51A 0 Lip IiGJSCaS NS-ALLA-0N ,--A-S I/Ax 1 2" V N E INTERIOR 2X ,30.-K EXTERIOR BY O-HL--ps J JAMB INSTALLATION DETAIL X WOOD FRAMING OR 2X WIWSDATION VERTICAL CROSS SECTION VV066 FRAMING OR 2X BUCK INSTALLATION NOTES 7 !NTERiOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETEP AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012912015 M! WINDOWS AND DOORS, LLC 1 00 LAKESIDE PARKWAY R L FLOWER MOUND, TX 75028 r oSERIES440XIIXSGDREINFORCED NON - IMPACT d INSTALLATION DETAILS''£ TAT OF w L. 08 -0 1886 N7S I -A 01/08/13 1--"'--3 OFF 9 3/4 10 sys OR S 7 R ul C 7 R E BR, VERTICAL CROSS SECTION METAL STRUCTURE INSTAL CATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALAPVTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 JAMB INSTALLATION DETAIL METAL STRUCTURE iNSTALLA TION Ml WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75023 SERIES 440 XiJX SGO REINFORCED NON — IMPACT INSTALLATION DETAILS 08- 01886 KITS 01/08/13 4 OF 9 DA- SIGNED: 1012912015 EXTERIOR m'iti. aG c c fy p _ _.___._ c 44 i' 'Ifi w. - 4' v VERTICAL CROSS SECTION CONCRETE/MASONRY INS TALLAT ON NOTES I iNTERIOR AND EXTERIOR FINISHES BY OTHERS" NOT SHOWN FORCLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED /N ACCORDANCE WITH ASTM E2112 INTERIOR EXTERIOR P : ED Rfr>Bre> INTERIOR vp,w w 'x 3ucF JAMB INSTALLATION DETAIL oP pca y CONCRETEIMASONRY INSTALLATION MI WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XiIX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS v- 08-01886 NTS"'` 01/08/13 "'S OF 9 SIGNED: 1012912015 0 j1tR iiLt11////i ti•'y%EN34P s.J 0V 51 EXTERIOR F. VERTICAL CROSS SECTION WOOD FRAA4ING OR 2X BUCK INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DEStGNEDWACCORDANCE WITH ASTME2112 REV S'lj %STALLATION :)PTA,L-q 101,211 R tJy5 IALLAi IUIV Ut: IAIL WOOD FRAMING OR 2X BUC 7M FAU ATION Ml WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWE"OUND, TX 75028 SERIES 440 XIIX SGD REINFORCED NON - IMPACT FLANGE !NSTA-;LATJON DETAILS NTS 01/08/13 6 OF 9 SIGNED: 1012912015 v'' 114" MAX, VERTICAL CROSS SECTION METAL STROCTUREWSTALLATiON NOTES, I INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT S,40VIN FOR CLARITY 2 PERVE TER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVIS[,' 1,-TALLAT,o',,' E- I - Al-S 2115 Y JAMB INSTALLATION DETAIL UE—TALS —TRUC-TUR—ElNgTAEAT6N - Ml WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 440 XUX SGD REINFORCED NON — IMPACT FLANGE INSTALLATION DETAILS V. L. 08-01886 NTS 01/08/13 --E'7 OF 9 SIGNED: 10/2912015 E) VERTICAL CROSS SECTION N -fCONCRETE/MASONRY 6 ALbAflbk NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VA' mAx S-W S'P-"CE ADD,--D `jAVE NSTAL RLViStD, INSTA-ATION ,-7A,LS EXTERIOR Z 5 3 3 1 2 1 2115 INTERIOR IAMB INSTALLATION DETAIL CONCRETE IMASONRY INSTALLATION N C A S P Y SIGNED: 1012912015 MI WW AND DOOR, LLC 1900 LINDOS AKESIDE PARKWASYR L 0 FLOWER MOUND, TX 75028 p 0 o SERIES 440XJJXSGDREINFORCEDNON - IMPACT FLANGE INSTALLATION DETAiLS a -A V.-TtAY E Of: ty 0 V. L. 08- 01886 c NTS 01/08/ 13 I"'FE'8 OF 9 INTERIOR v!% i< EXTERIOR HOOK STRIP INSTALLATION 2X BUCKAWOOD FRAMING 4 NOTES 1 11, TERiOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JCJNT SEALANT BY OTHERS TO BE DESIGNED iN ACCORDANCE WITH ASTAV E2112 11; Is 011J 2 R 1,S-A--A7 0111 EDGE Cs-i VN INTERIOR x K 9Y O H PSI S7 x EXTERIOR HOOK STRIP INSTALLATION MASbWR7Y;&aWCAETE SIGNED: 10/29/2015 MH WINDOWS AND DOORS, LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 o 51 itSERIES440XJJXSGDREINFORCED NON - IMPACT INSTALLATION DETAILS TAT OF V. L, 08 - i 8 8 F, c NAIL NTS JOA-E 01/08/13 J'HE 9 OF 9 L. Robet-to Lonuis P.E. 233 W. Main St Danville, VA 24541 434-688-0009 r1loinas(hlfloniaspe.com Manufacturer: M1 Windows and Doors, LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Engineering Evaluation Report Product Line: Series 440 XIIX SGD Reinforced Non -impact — 189 1/8" x 96" Report No.: 512578C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01886 Revision C, prepared, signed and sealed by Luis Roberto Lomas P.S. 2. Test report No.: CCLI-12-208 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CSA 101/l.S.2/A440-08 Design pressure: ±35.Opsf Water penetration resistance 7.5psf 3. Comparative analysis with anchor calculation, report number 512578-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation instructions. Maximum panel size: 48 1/2" x 95" Approved Configurations: ox, X0, mix, XlP, PIX, X11P, PIIX, X111P, PIIIX Units must be glazed per ASTM E1300-04, with safety glazing. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-01886, Revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 E IV (P No TATt OF 06X1b A., cis 6 0 R Mt Luis R. Lomas, P.E. FL No.: 62514 10/29/2015 e Florida Building Code Online 18504.2 Page I of 3 SOM7 CIS Horne I Log In 1 User Registration Hot TOPICS j Submit Surcharge 1 Stats & Facts publications FRC Staff BCIS Site Map Links Search j IUQ uprProduct Approval USER: Public User Product Annroval Menu > Product or Application Sorch > AglillLatiog I i5t > Application Detail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlingeromiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE I/ Validation Checklist - Hardcopy Received Certificate of Independence ELL80j_R(_SDJ-jj_CO I pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710. 5.3 Product Approval Method Method 2 Option 13 https: llfloridabLlilding.org/pr/pr—app_dtl.aspx'?pai-ain=wGEVXQwtDqs9%2f%2fiCOlipJQqi.,. 9/6/2016 Florida Building Code Online Page 2 of 3 N Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18501 RQ AE 512072A,ad Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No ELMQ4 RQ 11 M-1926 Vprtical 08-QL445A.ladf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FLJ4 RO AE 512069A.pdf Zone 3. Created by Independent Third Party: Yes 18504. 3 285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL185QI RQ 11 M-Z285 Horizontal_U:4A df Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind ELIMA-M-K—ILMILD& Zone 3. 1 Created by Independent Third Party: Yes 18504. 4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; Maximum Span - 84", Impact resistant up to Wind FLIa5g4 RO AE 512520A.i)df Zone 3. Created by Independent Third Party: Yes 18504. 5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ. No Verified By: Luis R Lomas PE-62514 ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 BO AE 512Q80&Qdf Wind Zone 3. Created by Independent Third Party: Yes 18504. 6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI8594 RO II M-2302 Vertical 08-Q1447A.pdf Approved for use outside HVHZ: Yes Verified by: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind EU§_Q4 RO AE 512071AiQdf Zone 3. 1 Created by Independent Third Party: Yes F----- 1 F-----,l QaLd_ ts 2601 Glair 9tartg Road Tallahassee FL 32399 phone: 850-487.1824 The State of Florida is an AA/EEO employer, :: 19W_19_aM1tM= Under Florida law, email addresses are public records. If yen do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487,1395, "Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emails proorded may be used for official communication with the licensee. However email addresses are public record. If you do not wish to https: llfloridabLlilding.org/pr/pr_app_dtl.aspx?pai-ani=wGEVXQwtDqs9%2t"/o2ftCOlipJQqi... 9/6/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee trader Chapter 455, F.S., please click IICLL. Product Approval Accepts: w im F] M Cna*t Cwd Safe littps:Hflot-idabuildiiig.org/pr/pr—app_dti.aspx?param7,-wCiEVXQwtDqs9`/`2f%2ftCOhpJQqi... 9/6/2016 NOlE_ S. i THE PRODIUCT SHOWN HEREIN IS DESIGNED AND MANUFA-TURFD TO COMPLY WJIH REQU;RUMENTS OF THE FLORIDA BUILDING CODE. 2 WOOC FRAMING TO BE PEES!GNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STROCTURE, FRAMING 6 THE RESPONSIBILITY 0THE ARCHITECT OR. FNGINEFR OF RECORD. ALLOWABLE STRESS INCREASE OF 1/3 ',VAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION ACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULAT'ONS. 4) APPR(YVEO IMPACT PROJECTIVE SYSTEM IS_'NQL_R- OR THIS REDF _QyLPRODUCT h%I WIND BORNE DEBRIS REGIONS UP To WIND ZONE 3. 5) ') FSjGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED JN" E`? SEPARATE APPROVAL, 6';, SING! - E WNDOWS, TO GE MULLED ARE NOT LiMIT-1-1) TO -HOSE SHOWN IN THIS CRAWIN,, WINDOWS MUST BE MANUFACTURED DY k1l WINDOWS AND DOORS, :NC. DESIGN PRESSURE OF MULLEDUNIT SHALL SE CCNTRIXLED BY THE ESSER, DESIGN PRESSURE 0THE MULLION OR THE #NPIV=DIJA_ WINDOW CIR DOOR UN17 8), JNTS MAY BE MULLED 10GETHER ;,NDl_'FIW'ELY AS LONG AS SINGLE JN7 WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULDON IS ANCHORED AS SHOWN HEREIN. 9) MULLION VEJRTCAL INSTkA_ATi(),14' IS I '>H'O0jN' I)IoLLION MAY BE USED N HORiZONTAL APPLICA110INS AS LONG AS DiMi-NSIONS J,%'jJCA*,U HEREIN ARE NOT EXCE D`D AND MJ-JON 11, ANCHORED ACCORDING 0 THIS DOCUMENT. 0",;,7N AR'._SSURF TA&.,,F iNSTRUCr,ONS. JEI71NE PECJ' RED rEstrIll LOAD PER 7R0'A 8IJILDiNo CODE 16 2) -)E- ERmINE TR!SUTARY *)TH ANI) MJLUON SPAN BASED 0,'-4 RCDUCT TO BE INSTALLCO, SEE =ORVULA -,OR TR;,3jj7lARY WILITH, OCAIE MULLION SPAN ( JNIHEIGHT) AND PY WIDTH, AT HE 'NTERS CTION 10F POW AND COLUMN CONTAINING THE MULUON SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RA7jG FOR PRODUCT N STEP 2 MULLION RATING MUST BF EQUAL OR GREATER THAN REQuRED DESIGN PRESSURE OBTAINED eN slEp '_ vi RIBUTAPY WID7d = KL-+ 2_--- __ 1 A IRCVISED INSTALLA710N 0f: TAILS 08/-07/15 l PU, ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE JIO *000 SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT, LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4* MINIMUM EMBEDMENT WITH 2 1/2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4, 3) ALL FASTENERS 70 BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS tFSS THAN THE MINIMUM STRENGTH SPEC-19-IFO BELOW: A, WOOD - MINIMUM SPECIFIC GRAVITY OF C=0,42 B. CONCRETE MINIMUM COMPRESSfVE STRENGTH OF .3,200 PSI. C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 5) TO ATTACH MUI t ION TO CLIP USE (4) # 10 x 1 1/4" SELF DRAJ,ING SCREWS PER CLIP, SCREWS MJJS7 BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE DRILLED ey MANUFACTURER. TABLE or CONTENTS SHEET NO, DESCRIPTION I NOTES 2 CONFIGURATIONS AND OR CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAIUM V. L . 1 08- 01445 mug NTS j-E 01/11/12 1"' 1 OF 3 SIGNED: 0810712015 O'f X "b 4" 450 .p . TAT OF 1ZORI'Dt" Ad // AIL I&- C)7 3118- COMBINED WIDTH 93"_ FRAME HEIGHT WINDOW WINDOW i'MULLION A 107 1/8" COMBINED WIDTH W1 W2 F FRAME 'WINDOW HEIGHT WINDOW MULLION SPAN) 107 8 C01V61NED WIDTH WINDOW83, SAME WINDOA WINDOJ MAN" I - - ------- '42 i 107 3/8" COMBINED WIDTH Design P-re rating (059 Units anchored Into wood Oaming Mullion span pn) TrIbulairy width #n) 18.13 25,50 1 X00 " 48.00 SZ13 25,00 130.0 130.01 130.0 130,0 130.0 130,0 37.38 130,0 130.0 177.2 127.0 127,0 127.0 49,63 120.7 94-3 77.9 73.8 72.1 72.0 6100 924 70,6 56.0 514 48.6 47.4 65,63 86.5 65 8 51.7 473 44.4 noo 77,8 587 X5 37. 5 I 4I._4_f1291 26.3 24,8 10,7 3/tr COUS14ED WIDTH T- Lw WINDOWF7RAmEI HEICHT MULLION SPAN) I FWI 07 318' COMBINED WIDTH I r-- ',V2 -_ WINDOW FRAME THEIGw wjv2QK MULLION SPAN) CI W2 107 3/a' 0MB1NEO WIDTH OESCWTM IAA 11 A REVISED INSTALLATION OEIA'LS 08/07/1-5 R.L. 107 3/8" COMBINED WIDTH I r- W2 - 83' WINDOW FRAME HEIGHT WINDOW MULLION SPAN) 12W1 107 3/8" L:7COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHERAS LOW AS COMBINED WIDTH DOES NOT EXCEED 107 3,VAS SHOWN HEREIN Design p- raring' Lpso Volts anchored Into masoafy1conaWs, MU111*0 span on) Tributary width 18,I3 25.$0 XW 42.00 n) 4100 SZ13 4.00 1301) 130.0 130.0 130,0 130,0 13-070 37.30 130,0 130,0 M,0 130,0 130.0 0 49.63 130D 13t1.0 130-0 130,0 130.0 MO ZOO 130.0 115.4 8Z8 793 73.9 714 0163 130.0 SE6 7Z9 85.5 60.5 5112 72.00 99.3 72,4 54,0 48.1 44,0 42.0 64:00 1 6ZI 45.0 33,1 291 26.3 24.9 LAIRGEANDSMAU MISSILE IMPACT, LEVEL D, WIND=INE3 DIMENSIONS IN "RTAREFRAME DIMEAWONSAND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS V. L. 1 08-01445 Sc-'LE NTS 1- 01/11/12 1-2 OF 3 SIGNED: 0&07,2015 to p V-ATPOF. .4, XN F PARAT CN y 0TF4ERS 1 1/4- m", EMBEDMENT 1/4- TA -CON CLIP SECT V-1926 MULLION T-7 T 11-7 S C— 796 UP 10 'WOOD "CR-1V 1/2" I.V4 VOOO FRAMING/ 2X RUCK BY OTHERS VERTICAL CROSS SECTION MASONRY=CONCRETEAND WOOD FRAMING INSTALLA77ON 3 3/4 -- ----------- 3/8" 3/8" 2 2 7/8- SECTS796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6W- T5.125' THICK 3 3/4- - 2 1/4" 3/8- 7/11" 2X 1 /4" 1 1112- 1-- T- ll/ '2 REV'S113 )NSTAtLA73N DCTA;L-S 3 1/4" ----4 c- 3 1/4' 4 SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION ;EGA (.063-) GALVANIZED STEEL ALUMINUM 6063-T5.125' THICK 2 3/4" 8" SECT M- 1926 MULLION ALUMINUM WW- T5, 125* THICK SEC-75796 OR MTOOCC22 cl IP SFCT5796 OR I,A'00022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 — VERTICAL MULLION 83 . MULLION SPAN INSTALLATION DETAILS 0"wm V.L. 1 08-01445 SCALE NTS 1— 01/11/12 1 —E" 3 OF 3 SIGNED: 06/07l2015 L. Roberto Loinas P.E. 233 W Main St Danville, VA 24541 434-688-0609 r1lomas@Irlomaspe,com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1 926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method I (d), The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and seated by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or Individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 0 mll//// NN 0 Tar OF 0 off ZONAL 1111lik \\ N 11 Luis R. Lomas, P.E. FL No,: 62514 08/07/2015 Florida Building, Code Online I FL1 7676.9 1 Page I of'4 miaSEEM a Depammmd 3usines BCIS Home I Log to I User Registration I not Topics I Submit Surcharge 1 Stats & Facts publications I FBC Staff j OCIS Site Map I Links 1 Search lrofessi%'. lduct Approval public User Regulation USER: PMqLlct Approval L42olL > or Application Search > Application List > Appution Detail FL ff FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365- 3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@iniwd.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE J, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 51andmd AAMA/WDMA/ CSA 101/LS.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 1210312015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/201S Y%-I— r 2008 h( tj) s://lIoridahLl I Id ill "Mr"/pr/pr app cltl.,ispx'?paraiii--w(,-iEwVXQ\vtt.)(Ivi-'(iYZsir/l,*R6t'(--iI ... 5/26/2016 Florida Building Code Online Page 2 of'4 FL # Model, Number or Name 17676.1 -----J3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.2 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Description 36x74 Fiji Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified by: American Architectural Manutacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fin Frame Certification Agency Certificate EL17676 R2 C CAC APC4 ip 36x84 oAf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions EL17676 R2 11 In 1- 3 4Qht ip 3rx84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1176763 13540 SH 1 40x66 Fin Frame I Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35, Units must be glazed in accordance with ASTM E1300-04. 17676.4 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.5 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R,PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +*30/-30 Other: l-C-PG30. Units most be glazed in accordance with ASTM F1300-04. Certification Agency Certificate Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation instructions fIL7__76. - I In tail 5 -z3 -!o sH Fin 44x63.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x72 Fin Frame Certification Agency Certificate EU-7-676- -RZ C CAC APC 3540 Fin 44x72,odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions Verified by: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate LL 17 APB 35A_Q ixdf flL AA _ L4p_ Quality Assurance Contract Expiration Date 0411212017 Installation Instructions EI-1767- 6-R2 11 Install - 3540 SH Fiji 44x84,i)df Verified By: American Architectural Manufacturer,; Association Created by Independent Third Party: littps:lliloi- iciabLilldiiig.oi-glpi-lpr__app__(Itl.,i,,,px'?parai)l=w(il---',VXQwtl)qvl-'(,iYZsljrZl-'R6f'(j 1... 5 /2 6/2) 0 16 Florida Building Code Online llao,7)e 3 of 4 176763 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676.8 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +35/-50 Other: LC-PG35 17676,9 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +40/-50 Other: LC-PG40 17676.10 1140 S11 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676.11 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +30/-30 Other: LC-PG30 17676.12 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: r 35/-35 Other: R-PG35 Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions Fi n Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL17676 R2 11 0a—Qj2525-Z.v9f Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EU2(jZ6 B2 Ak—UAB5AftA252A)Aff Created by Independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions F112k76 32 11 8- df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 44x72 Furless Frame Certification Agency Certificate FL17676 R2 C CAC ARC 3540 FL Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions tl-17t 76_ R2 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F-L1767L(L_aj_AE_aij&_42P_ 4. df Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate ELIM,7 4 4 f Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions EI-17(j76 R2 11 Ry1371B 11 df Verified By: Luis R Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports F_1j_7,(2L6 R2 AE_5jjaqaB 137j_p_qf Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate FL ' I ' 7 - 67 - 3540_,ELS_5_2x62.-pAf Assurance Contractact Expiration Date 08/27/2017 Installation Instructions U-01' Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports littps://tloridabtilldlii(,.oi-(,/I)r/l-)t- app dt1.aspx'?paranl jrZFR6tG 1— 5/26/2016 Florida Building Code Online Page 4 of 4 I-ZAL-L9-9 p— df !/6/( - 513 15A 2Z6 Created by Independent Third Party: Yes 17676. 13 13540 SH 1_5_2x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No x 72 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure. + 30/-30 Installation Instructions Other; R-PG30 EU2kZ5_ RILjtl-QZZ7kL I Vi, rifirld Ry, lmP I nn)a,,;, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELli§76 R ¢( 513016A 2270 odf Created by Independent Third Party: Yes 17676.14 3540 SH .---152x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: + 25/-25 Other: R- PG25 17676.15 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 35/-35 Other: R- PG35. Units must be glazed in accordance with ASTM F1300- 04, 17676.16 3540 Triple SIT Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: + 35/-50 Other. LC- PG35. Units must be glazed in accordance with ASTM E1300- 04. Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/ 2020 Installation Instructions 4 5 2 4 p-df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17676 U AE 512141 3540 Fis 52x84.oc1f Created by Independent Third Party: Yes 48x72 Fin Frame Certification Agency Certificate Bgy.px Quality Assurance Contract Expiration Date 07/20/ 2016 Installation Instructions FL17676-R2 11 Install Instructs - 3540 SH FIN 48x72 (As 1019 AL I) d I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 108x74 Fin Frame Triple CHS Certification Agency Certificate p_df Quality Assurance Contract Expiration Date 04/12/ 2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eq Ea LQuIaLL U) :: 74 The State. of Florida IS an ANEW employer. Cop Si111dy _St A1,11 rl!y s(Aketcreq:: QI1_ut Kf uQ<ULtemenj Under Florida law, email addresses are public records. If you do not want your I orad addle" Icilosll in response to,, public -records request, do not send r,l"amurc mall to this entity. Instead, contact the office by phone or by traditional mad If y., I,.- any questions, please contact 850,487,1395. *Pursuant to Section 455.275(l), Florida Statutes, effective 0,,tobe, 1, 2012, la: --es licensed under Chaplet- 4S5, F S. must provide the Cepartnileld with an email address if they have one. The eanalls provided may be used for official comfumucation with the licensee. However em,111 addresses are public record. If yowl do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine If you are a licensee under Chapter 455, F.S., please Owl, bjLrg_. Product Approval accepts: gn WN F] M its littps://Iloi-i( JabLlilding. org/pr/pi-_,_app__(itl.aspx'?parziiii--=w(it",VXQwtl)qvl'()Y/`-`s.ii-/""`I,'R6fCj I — 5/26/2016 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION ICJ The product described below is her0by approved for listing In the next Issue of the AAMA Certified Products Dlrectory, The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tasts, accompanied by related drawfngs' by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMAICSA101/i.SMA440-08 LC4>G40'-914X2134 f36X84)-H Negative Design Pressure = -60 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED M1 Windows & Doors, LLC 7157 3540 SH (FINLESS) PVC)(O1X)(1G)(1NS, GL) FRAME 914 mm x 2134 mm SASH 067 mm x 1192 mm Code. MTL REINF)(TILT)(ASTM) 3'0" x 7'0") 2'10"x2'111') I I 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No,: B1910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS AC P-04 (Rev. 1 /11) Validated for Certification h' 44L X(!oci tad Laboratories, Inc. Authorized for Certification AmericW Architectural Manufacturers Association IJAX 54" kiAX FRAME rt 4 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 40,01-50. OPSF NONE TAPE F Cc CONTIFNTS, SHEET NO, aESCRFlTtON El_FVAT;ONS. AN0,40RING LAYOUTS AND NOTES 2 3 '1 INSTAL-ATICN DETAILS N-,"-S. PRODUCT SHOWN HEREIN IS CIES;GNED AND MANilFAC_JP;l_3 TO COMP;_, R-EQUIREMENTS O 1HE FLORIDA SUILDIND;L 2; W0,00 ;RAWNG AND MASONRY OPENING 10 BE ' DFSIGN D, AND PROPERLY RANSFER ALL LOADS TO STPuC,jRr- rq tt d NG MAST N-,Y OPENING 15 ?HE RESPO%SiBlJrY OF TnE REk,0RA 3j i X SUC-' CVLR MASONRY/CQNCRE7E 6 OPIONLt 'WHLRE 1)(. 9,Jf_'K S NO" DISSiWLAP N`A_ERI;LS MUST EIE SEPARATED ,lj.7H kpPROVED N OR MEMBRANE, SELECTION OF COATING OR MEM3RANE IS TH',r_ THE APCHTECT OR ENG;NEER OF R'r-CORD, 4) AL_LOWABE STRESS INCR;ASE 07 1/3 WA!-; Ljs--f. p,4 rO--sIGN PROWCT SHOWN HEREiN, WIND LOAD DiRATIn-N FA' TC)R Y;As tlsFD -3F HOOD ANCHOR CALCULA11ONS. 5) FRAME MATERIAL; EXTFIUDED RIGID PVC, IS,', SASII,,UNfTs MUST BE PEINFORCEo wiTH GVL-451-020 STEEIREsNFORV,;7^47 1.4EFTMG RAILS MUST BE REINFORCED it P.;7-!G4S-020 FTF t 7) UNITS MUST BE GLAZED PER A -,TM E-;300-04, all ROD r, 2) APPROVED IMPACTPRO,,-CTWt. SYSTEM ja R jRj FOR THiS P U_- IN ;i!Nf, BORNE DEBRIS REGIONS, 9) SHIM AS REOU;RED AT EACH INSTALLATION AiNCHOR WITH LOAD SEARiNO SHIM WHERE SPACE OF 1/18' OR GREATER OCCURS. MAXIMUM ALLC-WA8LE SHW STACK TO BE 1/4', 10) FOR AN- HORING fNTO,MAS0NRY/CONCRE`7 USE 13/116- TAPCONS WfT,H SUFFFiCIFN- LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE '41TH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVAT3ONS ANC INSTALLATION DETAILS. FOR ANCHORING WTO WOOD FRAMING OR 2), EUCK USE #8 WOOD SCREW wiTri SUF=10ENT LENGTH TO ACHIEVE A 1 3/1,3- IAj,IjMuM FMBEDMENT N-0 SUBSTRATE. LOCATE ANCHORS AS SHOWN IN Ei_"VA_ONS AN > IINSTALLAT1ONI DETAILS. 12) ALL FASTENER$ TO HE CQRBQSION RESiSfA'"zj, 13) jNsTALLATION ANCHORS SHkIL BE INSTALLED tN ACC,0i;cm, CE INITH A44CfrIF, MANUFACTUREF'S INSTALLATION iNS,`NRLIr_TfO=. R140 ANCHORS S-iALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LES, 7,tAN THE MINIMUM STREN47H SPECIFIED BLOW; WODI', - MINOAUM SPEOFIC GRA147Y OF G-0,4i S. CONCRETE -- MiNIMOM COMPRESSNIE SIRPNGTH OF 3,192 PS#. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADF N, TYPE I 'OF GREATER). MI WINDOWS AND DOORS 1 650 WESTMARKETSTREETSERIES3540FINLESS PVC SINGLE HUNG WINDOW Z*l STEEL REINFORCED - NON - IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES T_ _- V.L. 08- 017 NTS 1}*T: 10/17/11 1 s" 1 OF . ED: 1012112011 PS, 3/16- Ivo,; 1 j HLAZ) ic HE SE A BEL, 0-- APPROVEC j 1 J8 'WOOD SCREW Al" INTERIOR 2X BUCK^00-0 FRAMING - BY OTHERS, 2X BUCK TO EXTERIOR IV i INTERIOR BE PROPERLY SECURED EXTERIOR ltL=jj! 1 - F_t,NGL E'Y --/ SE7 iN BF0 0 9i S, K 2o ro, APPRO'VED', 5ZALANT HORIZONTAL CROSS SECTION 2XBUCKWOODFPAMINGINSTALLAPON N 2-ED M! WINDOWS AND DOORS VERTICAL CROSS SECTION 650 WEST MARKET STREET P, L 0 41 2X BUCKIWOOD FRAMING INSTALLATION GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW z 0 STEEL REINFORCED - NON -IMPACT 36" X 84 OTAT INSTALLATION DETAILS t- T - I ZORM V.L. E 0108372 l0/ 17/11 2 OF 3 All- EXTERIOR X X HUCY K) E"l3 H N A REC VERTICAL CROSS SECTION MASOMPYICONCRETE INSrALLATION SILL -0 FE SET ,N SEC CF ADHESIVE 1 /4' MAX. SHW VAS nNRY/CONCRETE NU 1 1/4' MN, E Mi E:,,) M,, N T SHW Apc"'r, By OTHERS F, INTERIOR 2 5/8" WN, CPTIONAL IX GI X By EXTERIOR 07"-HERS, ix BuCK TO 37 PERLT SECURED, SEC FLANGE TO BE NOTE : 5 SHEET' 1 SET IN BED OF APPROVE0 SF_At,,4T HORIZONTAL CROSS SECTION MASONAYCONCRETE INSTALLATION N, 07F; VN(ERJOR AND FXTERJUIR FlNiSHES, BY )b-+F5, NOT SHawN FOR CLARIJY, MI WtNDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 N 0* SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36'* X 84 UAT INSTALLATIONDETAILS44":eV0_F'_WZ Z: z 0 R ID V, L L;t`c7__LlI 08-0137 I I NA CA t NTS ICAT' 10/17/11 32 OF 3 l/11111110 L. Roberto Lomas PX. 1432 Woodford Rd, Lewisville, NC 27023 336-945-9695 rilornas@lrloniaspe.coni Manufacturer: Mt Windows and Doors 650 West Market Street Granty, PA 17030-0370 Engineering Evaluation Report Product Line. Series 3540 Finless PVC Single Hung Window — Non -Impact Report No.: 511989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation; 1. Approval document: drawing number 08-01372, tilled Series 3540 Finless PVC Single Hung Window — Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No,,, B1910.01-109-47, signed and seated by Michael D. Stremmel, P,E. Architectural Testing, Inc. York, PA AAMA/WDMA/CSA 101/l.S,2/A440-05 Design pressure: +40,10/-50,13psf Water penetration resistance 6.06psf 3, Anchor calculations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit size. 36' x 84' Units must be glazed per ASTM E 1300-04, Frame and sash material: Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This product is not rated to be used in the HVHZ, This product is not Impact resistant and requires impact protection In wind borne debris regions. Installation: Units must be installed in accordance with approval document, 08-01372. Cartiftcation of Independence., Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 L 0 N E N Zl- 0 51 TAT 0 F 715h 4. Al' ZOROt# Ile 0 N A I it I Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 Florida Building Code Online Page I of 2 SCIS Home Log In User Registration Hot Topics , Submit Surcharge Stats & FaCAS Publications , FUC Staff il 605 Site Map Links Search Busines Product ApprovalProfessit(V', -4 USER: Public User Regulation Product Aooroval Men Application Detail FL # FL18644-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/18/2016 v.date. set to reapply per S^Urich's req.zb.02/25/16 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlingerOmiwd,com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received 5tandacd AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/1.S. 2/A440 Method 1 Option A 02/18/2016 02/25/2016 02/25/2016 Year 2005 2008 https:HfloridabLlilding.org/pr/pr—app_dti.aspx?parai"=wGEVXQwtDquIGtg5bCXRsfAEr... 5/10/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 18644.1 13500 PIN 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports ftj-"4P_A6FS Qpif Created by Independent Third Party: Yes 18644,2 3560 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No E"_8 A2L&_Q&(;_Aj j5Qg F`15BJX&3 Of Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2017 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 18644.3 t35(66 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Patty: Yes Evaluation Reports 00616-Emp, 24_f Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELW Created by Independent Third Party: Yes lBide Eiiil CQfttaq-Vj :: ftat-D59 -4§z-jWA The State of Florida is an AA/EEO employer, Co2y,ignt 2QOZ-2013 eLl:: fthrid Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you haw, any questions, please Contact 850.487,1395, -Pursuant to Sect to. 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address it they have one. The enrauls provided may be used for official communication with the licensee, However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can he trade available to the public. To determine if you are a licensee under Chapter 455, F.S., please click jjar,e_. Product Approval Accepts: 010 El M rcurit,,— ck- W https:Hfloridabuilding.org/pr/pr—app—dti.aspx?parai-n=wGEVXQwtDqulGtg5bCXRsfAEr... 5/10/2016 S Ao% 0 174NID mc MANxAc"xM 7 WMAY W s to D;lNl,,, 'C cii% 'TqGWD AND AW,101 TO %414- 04no 4- Aws 0 INKMA mm NO AND momw XANS & F_y oz _HF A-FCT ,R FNS1,,'Fp 13 RF",0_ 3 n,FR MA CNR/DC N-FFTF iS 0 7iONA_ MGRF QVM OR A K n-CONSS 5 jF3S lKA% 1 '12" WMCCW jN3 MY BF konYj bAUX fRWE A AW&WAVA = 041 0"WWS 4alVZ MOOR 5mu On 0AIJAP Fumuc AAC A w`_ OL *mw Kc, mc"Ks a OR sn m ;UK sna sE FA"7477 70 MAWNR-, 00. ; NKP 07R 0- AA %TqMTF MAO K%AS VA, ht waovD mv-H m.. ,wwws Asm"D Q Moo AIX 5 NY uv EsiAMOR mKolz mwl A APARATO hl AwQN_,_, OjK-SC '-A" ''UL R-WL PON X1 44 1 N NW"ANON S-AM AS VQ21, F01 'RAVE MA41TAPON SHM AS K&MED A jk- NOW" ANON W- LOAD TAMG SAM. S"M W&K SPT7 0" V16" M GpoUp Gfn&S MXV11 Al_l_qA71j- <j 7; .7 Llll'_', ATPAA 02 MNE l%M AND C&ARE F_ R;J,_iN DR1050,-, F" LVM7% G -,00i0i FN IWO MY FRAMNO A 2X JSX VAL A6 *0W W&M-S 7 AVON A I in" WNWW E&EM4 WO s%Tn7_ Uml 01 zQ17% iS 2 L.OA70N ALGA DN L' Al_S 5 'k_ .> F E S) S TA', s NS",_ 'QN AW3% WAU A ATA-W A WCORDANCE HfH ANUKC MAN-K"pal NUA- 10% Aycann A% wpxy vn No A "Au % AM 00% "il MAWY 5WnG UnQVG E=: 1, CU307RC S"&A ARE ASS wwovy vpQ,,7_) ON, NY 10"2 INKRIAD G)JLA 2 &1' 2 OEM! SwnS ME NO MAO 7 SWAAS S"WN Q uvwA, kyl _Abtuo hNA4 l"L KA&tNo %*us. moss, moo 35W54 350M. AUt MOR" An T4CSK 30W7. 3757. AEOAGES. 02450. 120M, MO-, 320nDIAN, SX&P. 350YOM 750P"T, OW14 3007 sKmon4 HKT 5 vw&, 5-sm 55MC, 71 n ZEMS0 S 3SAW, 5-35K-. 5 M&SPUM 5 150SP. 1-007 1-CS, 12M"PID. Z1 ANO QvQ, SIGNED: aTl 71V 16 MI WINDOWS AND DOORS 650 WEST MARKET STREET x s E N GRATZ, PA 17030- 0370 4p0SERIES3500FIXED WINDOW 96" X 60" NON -IMPACT I NOTES TAT OF A, ZOFU 08-02"9 itttttjpJflNAi s NTS 02/04/16 OF 3 Ar fer, as js} E r, l i. I j MAX s i NC, ^.RS MAX - SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLAT)ON DESIGN PRESSURE RATING IMPACT RATING 50.0 SD.OPSF 2 AT CHART ,# 1 f at1 rlOOa onareq>#re frame Frame width n Height 36,00 42:00 48,00 54.00 WW I aW I 720D 78.00 84At7 8Q00 9C00 n) H&S Jambj H&S jjwnb H&S ,lamb H&S Jamb H&S Jamb HAS Jamb HM IJ&mb H&S Jamb HAS Jamb H&S Jamb Hits ,iamb. SIGNED., 02117,2016 24. 00. 5 3 1 5 1 3 6 3 6 3 7 3 8 3 8 1 3 9 3 9 3 14 3 11 3 7 3D. 4 1 5 1 4 4 8 1 4 94 5- I WINDOWS AND DOORS 1iti1lto 4ZOO 5 5 5 5 6 5 6 5 7 5 8 5 8 6 9 5 9 5 10 5 11 5 650 WEST MARKET STREET GRATZ, PA 1743E-0370 ENy d' 46. D0 1 F 54. 00 60. 00 1 5 5 6 5 7 5 6 6 6 7 6 6 ? 6 6 7 8 7 8 6 9 7 6 1 9 6 10 6 1 11 7 9 10 Si SERIES 3500 FD(ED WINDOW 96" X 60" NON -IMPACT 5 66, 00 5 8 5 8 6 8 6 8 7 8 8 8 8 9 8 9 8 ELEYATSON 6 P - A3OFkr,,, 72, 5 8 8 8 i ti 78. 00 14, 00 5 5 9 5 9 5 9 6 9 6 ? 9 8 6 9 7 9 8 8 9 Rnv „c r N. G. 08-02859 - Ri3;; N f 11`I NAI 11J11111111 801w51t9fl1s . e £ , NTS 02/04/ 16 ='2 OF 3 F, 1'1- 7, A, AN EXTERIOR INTERIOR v INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 4" VX WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 SIGNED: 021712016 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA TION MI WINDOWS AND DOORS klllllljj" 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 0 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS S. OF 44 N G_ 08-02859 NT S" 02/OA/16 3 OF 3 Roberto Lomas P.E. osw.Main u Danville, vxz*54| 434-688-0609 m"o*o(,1m^mwv,.u.m Manufacturer: MlWindows and Doors, Inc, 650 West Market Street Gratz, P&\7030 Product Lino Series 35OOFixed Window 96"xmT—Non-Impact Engineering Evaluation Report Report Nm': 613667 This product also labeled under the following names: 350VPVV.3500T 350OGourES.3500Sp,354VPVV.3540T 354OSDLnES.35408p.3250PVV.3250T 325OSDLITES, 3250Sp.3240pVv. 3240r.32408DuTES.32+03p.3500HPpVV.3500npT.3500*PSDL|TEG.3500MPGP.3580VVp. 3580T.3580GDUTeS. 3580SP.S'350VpVV.S-3500T.3'350OGDUTEG.S-3500SP.S'35*0PVV.S-3540T.8' 35106DL|TEG. S-3540SP.M-350OPvV.VV'350OPVV.W-3500T.m-854nPvv.Vv-3540T.VV'3540SDL\TES.Vv3540SP. 1255Pvv. 12553P. 1280pVV.810GP. 1255MPPVV, 1255*PT, 1255HPSDL|TES.ond 1255nPSP The above mentioned product has been evaluatedfor compliance with the requirements ofthe Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1 (a), The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1 Approval document: drawing number U8-0Q859.prepared, signed and sealed byLuis Roberto Lomas P.E 2 Test report wo.: e91O2V1-1O*47signed and sealed byMichael o.Sm:mme|.P.E Architectural Testing, |no,`York, PA, x^ M&xmom*xCSA1O1/|S2m44V'O8 Design pressure: ±60.15pvf Water penetration resistance 7.52pof 3. Anchor calculations, report number 513007- 1.prepared, signed and sealed byLuis Roberto Lomas p.E. Limitations and Conditions muse: Maximum design pressure: + 50.0w0.Upo Maximum unit size: 96'x60" Units must urglazed per ^sTMEl3OO'84 This product /onot rated tobeused iothe nmiZ. This product ionot impact resistant and requires impact protection inwind borne debris regions. Frame material tobmrigid PVC. Installation. Units must be installed in accordance with manufacturer' s installation instructions and approval 08-02859. CeruficaVvnvfIndependence: Please note that / don't have nor will acquire afinancial interest in any company manufacturing nrdistributing the »rodvu(u)for which this report mbeing issued. Also, | don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). HM Florida Building Code Online Page I of 4 Z:` I FL1 7676.2 1 Elm=-Iim. NINE= Depavefitof 8CIS Horne I Log In 1 Use, Registration Hot TOPICS Submit Surcharge Stats Facts NrObCationS FBC Staff SCIS Map Links Search 3usines rofess&-' I Product Approval 1WUS6R: Public Use, Regulation Product 6gprgyal Menu a r QWjgE ign List > Application Detail R. FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Rhone/Email Authorized Signature lechnical Kepresentative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@iniwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE f Validation Checklist - Hardcopy Received 514DADL4 AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 12/03/2015 12/014/2015 12/06/2015 Year 2008 https:llfloridabuilding.org/pr/pr_,app_dtl.aspx?pat-ani=wGEVXQwtDqvFGY/"sjrZFR6ffil.,. 5/26/2016 ELEVATION 2" typ. 36' 8' o.c max. 2' typ 8' ac. max, i roao a'IkCLE ALL FOUR WHICH FLASH BY DTHI rAnchor See Section Del I*: F Min Edge 7/16" 1 SHEATHING HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAIUNG FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL 6 X 1-5/8' SCREW (SHOWN WITH r SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL Notes; 1. installation depicted based off of structuroi test report #82133,01-109-47. 2. Wood screws shotl satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck instokotions are assumed 2x S—P—F (G-0.42) or denser. Huck width shall be greater than the window frome width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing. non — compressible type. 6. These drawings depict the details necessary to meet structural toad requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, Date fasteners 2' from carriers and no more than 8" on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND IX3GN PRES, K CHART FASTENER TYK AND SPACING SHOWN VILL ALLOW DESIGN MaKS UP TO +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Ii sae INSTRUCTIONS FASTENER SCHEDULE — FIN— wl7x "It' V.M.R. 12-14-09 coop; ate VVindows & Doors 3540 Single Hung JOADa;ax NONE 1 a 1 Gratz, PA as «a iar. 35W3240 SH FI31 — I A-L-1 Valklator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EAL The product described below Is hereby approved for listing In the next issue of the AAMA Certified Products Directory. The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA1CSA 101/i.SMA440-08 LC-PG4O'-914x2l34 (36X84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH 7158 PVCAON(10)(INS GL) 914 mm x 2134 mm 067 MM X 892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x TO") I 2110"x2l11") J1 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Arebtlectural Testing, Inc. Report No.: B2133.01-10947 Date of Report, August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h' 4-at- j oci ted Laboratories, Inc. Authorized for Certification AmeridV Architecturai manufacturers Association Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17676.1 13540 SH 3604 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC AP C 3540 Fin 3kx-Z4.p.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure. +40/-50 Installation Instructions Other: LC-PG40, Units must be glazed in accordance with FL1Z676 Ra 11 1125tall - 3540 SH 4 ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELJZ676 R2 C CA(+PC 3540 Fin 40x66.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with fL,17§7§, n taI154 QHFin 4 )4 df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +40/-47 Other: R-PG40, Units must be glazed in accordance with ASTM E1300-04. 17676,5 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure. +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 44x63 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions EU2§2_ P_U_jn5jAll -154 H Fin 4x6 Q0f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x72 Fin Frame Certification Agency Certificate FL37676 R2 C CAS APC 3540 Fin 4x72ridf Quality Assurance Contract Expiration Date 08/ 01/2017 Installation Instructions FL17§ 7§ B2 11 In I- - 3540 SH Fin 44&72,2df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676. 15 13540 SH I 44x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04, Certification Agency Certificate ELLZ, rZ?R F$44x 4f Quality Assurance Contract Expiration Date 04/ 12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https: Hfloridabuilding.org/pr/pr—app_dtl.aspx?pai-ai-n=wGEVXQwtDqvFGYZsjt-ZFR6tCj 1... 5/26/2016 Florida Building Code Online Page 3 of 4 17676.7 13540 SH Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 5&L2&ajp f Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. jZa4jogf Verified By; American Architectural Manufacturers 17676.8 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other:LC-PG35 Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions EL17676 R2 11 08-012526 Z.pof Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL176Z6 R2 AE 511854B 1252ndf Created by Independent Third Party: Yes 17676.9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL17676 92 Q CAC APC 3540 FLS 3_6x84 odf Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant. No 07/27/2020 Design Pressure. +40/-50 Installation Instructions Other: LC-PG40 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELI7676 Ra 6E 511989 3540 FLS 3,6x84 odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676.11 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +30/-30 Other. LC-PG30 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 RZ C QAC APC 3540 FL5 442j72-nd Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports LL17_6749B 1247.odf Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate EL176Z6 R2 C C C IS40 R 48x96.Ddf Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions FL17676 R2 II 08-,91371B 11,p_4f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELLMMR A B f Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate 2. gdf Quality Assurance Contract Expiration Date 08/ 27/2QI7 Installation Instructions Z2_§ 2A jLp_q1 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party; Yes Evaluation Reports https: Hfloridabuilding.org/pi•/pr—app_dti.aspx'?parani=wGEVXQwtDqvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 7 A Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 22 R2 C CAC APC 35jQXL5 ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 0411 212017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 ELLZkZk_R2_1L11-122ZQLJ1,QXf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIZ6Z6 B2 AE 515016A 227Q,12df Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 5Z&QApdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL1767§ R2 11 08-01514 512141.od, Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports RZ AL 512141 3540 FlsEL17§76 526a4,ad Created by Independent Third Party: Yes 17676AS 3540 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A27ZCD_j:.47- R2 C7326,Ql 354Q,6WS.IG.FlN,48X72.B35.(072016) Approved for use outside HVHZ: Yes 99Xj2JdfImpactResistant: No Design Pressure. +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 354Q 5H EIN 4802 (As Te5tCd).Qd Verified By: American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 17676.16 :35 40 TTr.pl, SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 740 CHS EW_jQAL74,pdf Quality Assurance Contract Expiration Date ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 Ra II105tall - 3540 5jj CtjS Eja I08x74.Qd Verified By: American Architectural Manufacturers ASTME1300-04, Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: F------] FEE, 92ntAq is :: 1940 North Monroe StreeLjAl6jDa5laLB, EhQfltZjjQjftZ-_LUj The State Of Florida is an AA/EEO employer. w :: ftiv S :: Under Florida taw, email addresses are Public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses we public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, U.S., please click here . 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4ejldx3 peiluo:) eauejnssv A411enb saA :ZHAH apls4no asn iol P;aAOiddv 1P(f' 7TXZS-SIA OKE :)dV 3V3 D U 9/97TI] ON :ZHAH ul asn Aoj POAOjddv aje:)jj1j. ia:) A:pua6V uo!je3U!jjaD asn ;o swun awejj ssalu! j Z/xZS ET,9z9/-T saA :Ailed pj!q L luopuadapul Aq pajeoiD A A1,11d PI'q-L luaP- IPa*69ZZ Vn-TCP;-3V Zd WMIJ t7JO t, ',)' oud oulluo aPOD ouipplig uppoij Validator / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for fisting in the next issue of the AAMA Certified Products Directory. The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWOMAICSA1011LS. 7JA440-08 LC-PG35* 2731x1867 (108x74) Negative Design Pressure = -50 psf COMPANY AND CODE CPO NO. SERIES MODEL. & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, Inc. 3540 TRIPLE SH (FIN) FRAME Am Code: MTL 10817 PvC)(O/X.O/X.O/X)(IG) 2731 mm x 1867 roll 60 rt'irit x 919 trim INS GL)(REINF)(TILT){ASTM) 9'0" x 6'2"1 2'10W'x 3'0") 2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01.109-47 Date of Report: May 7, 2013 Date. May 8, 2013 Cc: AAMA JCS ACP-04 (Rev. 1111) Validated for Certification h' 4—U— X od +tedLaboratories, Inc. Authorized for Certification f American Architectural Manufacturers Association n r ELEVATION i2' a.0 2' typ uax 22'ttp T-F If 2' o.c. mox. ti C* A-±%V CLEARANCE ALL FOUR SIDES) Anchor See Section Details) I*: Min Edge lii" SILL DETAIL HEAD DETAIL SHEATHING/0SB SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Naling firs before fastening. IM AS QUIRED DRYWALL IIw A 1-J/V JGtILT. (siC}WN WITH t/Z" SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . Notm 1. Installation depicted based off of structural test report If C7327.01-109-47. 2. Wood screws shall satify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater then the window frame width. Tapered or partial width bucks ore not allowed. Wood buck shelf be secured to the structure to resist off design foods. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4` penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shirrs shelf be load bearing, non - compressible type. B. These drawings depict the defogs necessary to meet structural food requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from corners and no more than 12` on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE Ate DM PREM CHART FASTENER TYPE AND SPAM NO WILL. ALLOW DfSiGN PMRfS €1P TO +35%-50 INS UP TO 108' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) THING Min Edge Distoncey INSTALLATION INSTRUCTIONS V.M.F2. 8_2O-09 FASTENER SCHEDULE — FIN— btpa JAMB DETAIL '"° So" 3540 Single Hung NONE 1 or 1 A GENERIC TIzRM WHICH V ndows & Doors Continuous Het3fi iinCi Sill a w. Ev V1iNO FIANCE . Gratz, PA 3540 SH CSH FIN - CONFUSED WITH '1/2" FRONT FLANGE} Florida Building Code Online mm Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CLifton Street Tampa, FL 33634 813) 884-0444 lyle.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Page I of Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) SAAA04TO Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding,ot-glpr,lpr—app__dti.aspx?param=w(iEVXQwtDqLIJEQt'8P6a6FJ... 7/20/2015 Florida Building Code Online Page 2 of 10 Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 FL # I Model, Number or Name I Description 12019.1 "Triple 4" and "Quad 4" 0.012" Thick Aluminum Soffit - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in HYHZ: No ELQQ ftfiJI_h,19_U Approved for use outside HYHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 12019.1 for Design Pressure Ratings by specific application and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions, deck Noxt cQatasajui :: T 92 Ma 5PZ0.Z.1M The State of Florida is an AA/EE0 employer. :. Prlvdcv n (WI" :: Under Florida law, email addresses are public records. If you dq not want your e-mail address released in response to a pubUc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F,S, must provide the Department with an email address if they have one. The entrails provided may be used for official communication with the licernee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Depaitrnent with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click RSLi2.. Product Approval Accepts: a IlMuritl'swf tut: 4 https:llwww.flohidabuil(ling.orglprlpr_app_dtl.aspx?param=wGEVXQwtl)gLi,IEQf'8P6a6FJ... 7/20/201 S A, M Ago% Z6;6 ias V4 on z AMERICAN CONSTRUCTION METALS " -: 5 140 West Clifton Street 'U 6 Tampa, FL 33634LL TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT _"4 2 jV 5- THCF' , T1d14!VVTKCK GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition 12014) Florida Building Code excluding the High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material she! be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to firther engineering z ItL 1111, 1 4. Wood/CMIJ wall construction, by others, must be designed properly to receive loccls from the soffit cnd/or Z'x T batten strips. qg 5, Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. F TAIXE Of CONTENTS SHEET DE4CPJPT*N ti Typical elevations general notes 76neW 'deGk- Soffit details & design rt pressuresN.T,S. Soffit detolls & design pressures Soft detaiis, design pressures & bd; of moterids ql.IA A 04 LF5 33' SOFFIT AIR FLOW TABLE AIR FLOW AIR W SOFFIT TYPE SOFFIT- NA-1 3.91 12.71% 1: 11.74 8.16% 8.16%1zTw,, - 74 PAT3,69 2.56% 3.69 2.S6% ACHANIIEI 7 73' Lil AND END DFAILS 17 COVERAGE 4* KCH 25f8' 06 MPd4PAMkl 16'COVERAGE 5r JRE, 7jI 2.6T -,- V4DTH AV_A&_E FOR LOUVEZ, 4.OTPITCHk--- I (".A K9 OUAR_4AMa f_ 5(r 0 0 0 0 0-1-1 6 0 0 0 01 0-- 00 o o 4--i nn n n n n fLOUVSM FORMZ) N SAME DU-CTIONASMS) VIEW " A-A"? 4 x SCAIEI rr,-, FULL VENT - MOE PATTERN 5 1251, 7, Lo 0 0 0o 0 0 i--o 0 0 0 0 0 0 0 D 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 a D 0 0 0 &_ LOWER PATTERN LOUVRS FORMED INSAME DIRECTION AS RIBS) YIEW x SCALP] Gi 4Z' I z 2,0: rolzoj o z KL—: 2019, 1 2 cf 5 ROOF OVERHANG ROOF FASCIA SUEr T -CMU OR 001 SEE f)'rlAl; "A SEEDETAjL'B" SIDE VIEW - SINGLE SPAN WIF-CHANNEL f5h-_rwn w/ trtissifiu.-N cantijeve) SINGLE SPAN LENGTH DESIGN PRESSURE (PSF) POSfTjvE NEGATIVE_ 70.0 141.0 to" 40.0 60.0 12" 50.0 50.0 14" 38,5 38.5 16" 30.0 30.0 NOTE: WOOD FRAMING AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD nrllIqif I 1e, MAX. DETAIL B F-Channel SPA ROOF OVERHANG FRANNG IAj 11IJ WOOD IEEDETAIL'C' I FRAHEiI Sif; DETAIL'D' SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAI. ATTACHED THROUGH FASCIA 4 16- O.C. hw- 5own w/ tyussrlfranfmg car6ever) STAYLES INSTALLED @ I - - - - - - - ; END OF PANEL AND L 8'MAX, O.C. j i 0_ SEE DETAIL % -, SHEET 5) 118"MAX. — DETAIL " A Fascia STAPLES INSTALLED @ 24- O.C. )INTO WOOD) ON F-CHANNEL LEG OR 7-NAIL @ 17 O.C. JINTO WOOD OR MASONRY) STAPLES !NSTALLED 12'0.C, (INTO WOOD) IN F-CHAJNNEL SLOT OR T-NAIL @ 17O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG, TRIM 5070M Of FASCIA FLAT AGAINST PANEL STAPLES LOCATED 2,V O.C. 94TO FRAMING 4 '%IIIIjIjI ROOF OVERHANG SPA14 A R30F FRAHINE ..... .. z 6 6z ALUM1401 I. CD Z'j TRIM C5 SOFFIT or, I \j 6J. z z SEE DETAIL" A" nm"u SEE DETAIL "C SIDE VIEW - SINGLE SPAN w/3-CHANNEL 9f n as STAPLES INSTALLED @ 17 O.C. IINTO WOOD) N-CHANNEL SLOT OR T-NAlL 0 12 O.C. INTO WOOD OR MASONRY) 03 STAPLES LOCATED 24'0.C. INTO FRAMING MAX I " MAYL STAPLES INSTALLED 17 O.C, WOOD; IN.I-CHANNEL SLOT OR T-NAIL 0 1 T O.C. DETAIL " D J-Channel Fascia j2) 118 MAX. 1' MAX. - — DETAIL " C J-Channel N.T.S. SUBSTRATE NOTES: 1. WOOD SUBSTRATE: G =0.42 OR BETTER 7 2. MASONRY SUBSTRATE: 3AD n CONCRETE (ACI 30 1) FL- 12019,1 OR HOLLOW BLOCK {ASTM C90). S-CET 3 es ROOF OVERHANG FRAMING zASC;A Tp!r- Cmu a; SOFF17 FRAMED SEE SEE DFAIL " F ROOF OVERHANG SPAN " A SEE NOTE 2 R00F FP AM IN C ALUMi*M FASCIA—,, TRIM SIDE VIEW - SINGLE SPAN WIF-CHANNEL Shown W/ vuSSjfmmffQ overhang) TRIM NAIL ATTACHED THROUGH FASCIA 9 16'0.C. MAX. CHU 0; S-3FfJT FRAMEC SEEDETAJL"G"-----j SEE DETAIL E" SIDE VIEW - SINGLE SPAN w/1-CHANNEL Shove -/ overha,,G) NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM Of FASCIA FLAT AGAINST PANEL CONNEC'TOR NOTES: if i. WOW FRAWNG AND CONNECTIONS TO BE TINED "I,, BY THE ARCHITECT OR &IGNEER Of RECORD 2,12d COMMON NAIL OR 3/1 6'ITW IAPCON CONCRETE SCREW MIN. I - 114' EMEWMENT] 0 24'ON CENTER SINGLE SPAN LENGTH DESIGN PRESSURE pso P05MYE NEGATIVE X, 70.0 141.0 IV* 60.0 60.0 50.0 50.0 STAPLES LOCATED 24" O.C. INTO FRAMING S'APLES INSTALLED @ IT O.C. (INTO WOOD] IN J-CHANNEL SLOT OR 1-IN&T 4 1TO.C. tNTO WOOD OR MASONRYJ STAPLES;NSIALLED 0 24'0-C, fNTO WOOD) "zNil ON F-CHANNEL LEG OR T-NAjf. IT O.C. INTO WOOD OR MASONRY; A STAPLES INSIAU ED ITO.C. (INTO WOOD) IN 7-CHANNEI. SLOT OR T-NAJL @ 17 O,C, INTO WOOD OR MASONRY) % STAPLES iNSTALLED t END OF PANEL AND 0V 6 MAX, O.C' E DETAIL "J', SHEETS; 2 4-. rMAX, TtX 4 10 160 MAk—;! SCALE; N" "'S. s0 DETAIL E I fir MAX, SJBST RA71i NOTES: Fascia DETAIL F 1. WOOD SLISnA-E: G = 0A2 OR BETTER DETAIL " G 2 MASONRY SUBSTRATE: 3= ISI CONCRETE (AC301) F- Chonriel OR HOLLOW BLOCK (ASTM C901 3-Chanel ss+ Lc"T 4 0, DESCRIPTION MAERLAL I FASCIA .021 STHK, AL, 3105 - H 14 ALUMINUM 2 j 7CHANNEL .015STHK. AL. 3105- H24 ALUMINUM 3 ' r CHANNEL ,0;55THK, At. 3104 - H 19 ALUMINUM 5 QUAD 4PANEL f.01150R.01V THICK) AL. 3105 ALUMINUM 6 TRIPLE 4 PANEL 1.01150R.0135" THICK) AL. 3105 ALUMINUM _J 7 415 x 1-3/4"TRIM NAIL SS. 8 16 GA. X 114'SS STAPLE fwl 7/8" MIN. EMBEDMENT) STEEL 9 2' X 2' BATTEN STRIP IC---42 OR BEM) WOOD 1 APA B-C- GROUP I EXT, 1513T PLYWOOD OR ac7TER WOOD I .097' DIA, T-NAJL jwl 5/6- MIN. EMBEDMENT) STEEL 120 X 3-1/4- 1 X2 VERTICAL H.D. GALV, STEEL FRAMING G>=OA21 COMMON NAIL @ 24"0 C ATTACH wl 2-8d w/ 1- 3/4'MIN. E, COMMON NAILS 7 OPTO ROOF FRAMING 12d X GALV. STEEL COMMON NAIL 0 24'0.C. H.D. w/ 1- 314'MN. EMS. 4rj f L CS) 60 DETAIL " H " STAPLES INSTALLED 0 STAPLES INSTALLED END OF PANEL AND END OF PANEL AND WMAX O. C. SEE DETAIL - J LFMAX O. C. SEE DETAIL - J I Y, DETAIL „ I„ C , MAX, DETAIL J 3. g p 00 I, SPAN A ' ROOF CVERHANG Z 0. Rocf SEE DETAIL" 8' E Z l FRAMNG — ( SHEET 3) 7 c c w me c 0 z cZS f- - - - - - - - SEE DETAJL ' A FRMIED S E7 31 CONTINUOUS i SEEDETAVH BATTEN 0 CL SPAN SIDE VIEW DOUBLE SPAN w/ BATTENti S4own w/ truss)nranioq cantilever) TWIN SPAN LENGTH ICOWINUOUS BATTEN A- DESIGN PRESSURE ( PSf) POSMVE NEGATIVE 16" 70.0 70,0 66'5 66. 5 20- 60,0 60,0 22* 54.5 54.5 24" 50.0 50.0 ROOF OVERHANG SEEDEIAAL" G" SHEET 4) R00F FRAMWG--- SEE NOTE 2 N\ 011u OR WCOU IL FRAMED SEE DETA SHEET 3) SIDE VIEW — DOUBLE SPAN w/BATTEN CONNECTOR NOTES: ng ovcat arg) WOOD FRAMING AND CONNECTIONS TO BE DESIGNEO BY THE ARCHffTECT OR ENGINEER Of RECORD SUBSTRATE NOTES: 2. 1 Zd COMMON "L OR 3116'fFW TAPCON CONCRETE SCREW 1. WOOD SUBSTRATE: G = 0.42 OR 8FfIER MIN. 1- 114- EMBEDMENT) 0 24- ON CENTER 2 MASONRY SUBSTRATE 3,30 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK ( ASTM C90). Fn JK LFS FL- 12019. 1, 5 7, -1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Indus" C P.O. Box 230 Valrico. FL 33595 Plione 813.659.9197 Florida Board ol'Prollesslotial Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category American Construction Metals Panel Walls Soffits 140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tampa, FL 33634 Phone 813.880.4444 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method ld of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. Site conditions not covered by drawing FL-12019.1 are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 2" X 2" batten strips. 5. Aluminum soffits shall conform to the rewulrements of FBC Section 1404,5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL-12019.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL-12W9.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53 Sheet I of 1 Igstigg Labol3to!y Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed Py Lyndon F. Schmidt, P.E. Signel 4 §R#IQ4 U Lyndon F. Schmidt, P.E. Lyn4on F. Schmidt, P.E. FL PE No. 43409 4/1/2015 leo, Q', Florida Building Code Online Page I of 2 0)(m"IN)aw"m BCIS Home I lop In I User Registration Hot Topics Submit Surcharge Stats 8, Facts Publications fOC Staff UCIS Site Map Links Search 3usine&',,,, a Product Approval USER: Public User Regulation ftg*AW.WA > Application Dotall RIM FL # FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atiasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - llardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 4, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 I AS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuildiiig.org/pr/pr_app dtl.aspx?paramz-wGEVXQwtDquJBNIgtJlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL # Model, Number or Name 16305.1 Atlas Shingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use Method 1 Option D 06/28/2015 06/29/2015 07/05/2015 Description Fiberglass reinforced laminated asphalt shingles Installation Instructions i n s ad Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Shin le .p f Created by Independent Third Party: Yes slick Noxt macs 5i :: 1.23 The State of Florida is an AA/FFO employer, 3RMf.!flib%„q.Qx,;,j: PdXaty StatameFlt :: jiiX,$iiL^„RMtk[:: $iy(1-1i1Cd!'Qt Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 050.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepirm sec-urit ` r Torz h https://xvww.flot,idabLiilding.org/pr/pr—app _(iti.aspx?ptrati-i=wGEVXQwtl)qLIJIIM,ig(J1 j3N... 7/20/2015 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: LIL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5'"EDITION (201 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2,5, 1507.2,7.1, 11523.15.5,1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TSI-5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report N!2. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01-1 ATL-109-02-01 ATL-1 16-02-01 ATL-1 18-02-01 ATL-1 19-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL- 132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138.02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Issued June 29, 2015 YAK 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATI-13002A FL 16305-R4 Page I of 9 51gnda&r ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM 0 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 This evaluation report is provided for State of Florid - a product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATIONCREEKAsphaltShingles1iTECHNICALSERVIcEs, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL 184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterO 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut(& Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTm Architectural ASTM D 3161, Class F & ASTM 0 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Pinnacle@ Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMastert) Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster,V Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATL13002A FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product Changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC INSTALLATION GlassMasterS 30 & Basic Wind Speed (Vuit): Tough -Master@ 20 Basic Wind Speed (Vasa). Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): T, 12" i ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. GlassMastet* 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 3W__.-.w._ Nails 12" 5J8" aL. Figure 2. GlassMasterlD 30 & Tough-MasterO 20 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMTm Architectural Basic Wind Speed (Vuit): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlaymeft Min, slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "15 Nail Pattern" detailed below. Installed with 6 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 3. Prol-AMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 4 of 9 This - evaluation - report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, L.LC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LL,C Pinnacles Pristine & Basic Wind Speed (V,,,(): Storm Master® Shake Basic Wind Speed (V.d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. as 31a• reM. tz y •m.a roonnp non w 12 Ur .....................................; r TYP a k J I Figure 5. Pinnacle® Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) am Figure 6. Pinnacle@ Pristine and StormMasterV Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMasterOD Slate Basic Wind Speed (Wit): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ)*. ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min, 7/16 in. OSB existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. 1 . 9" Figure 7. StorrnMasteriSi Slate 4 Nail Pattern T Figure 8. StormMaster@ Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, ILLC Pro-Cut(g) Starter Strip Basic Wind Speed (V,,jt): Basic Wind Speed (Vas,j): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. Figure 9. Pro -Cut® Starter Strip ATI-13002.4 FL 16305-R4 Page 7 of 9 T-NW—evaluation -report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC Pro-CutO Hip & Ridge Basic Wind Speed (V,,ii): Basic Wind Speed (Vasj): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind, 12 ga. 1- 1/2" ring shank nail 12" 6" Figure 10. Pro-CutD Hip & Ridge ATI-13002.4 FL 16305-R4 Page 6 of 9 This evalua ton report is - provided - 1 for - S I tate of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATIONCREEKAsphaltShingles0TECHNICALSERVICES, LLC LIMITATIONS I ) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ, 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer, NN% 0 111111 Mt),, J j*.., R. p0/ E N No 74021 Izz- STATE OF 4J - 4U Z' A' N A4 C ;t CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:5 5:4 8 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI-13002.4 FL 16305-R4 Page 9 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MEM TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE ST" EDITION (2014 Roofing Asphalt Shingles 150725,1507.23.11,1523.6,5.1 Physical properties, Wind Resistance, Wind Driven Rain E"l PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) BeS_g N ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev I ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109-02-01 ATL-1 16-02-01 ATL-1 18-02-01 ATL-1 19-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev I PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL- 168-02-01 Issued June 29, 2015 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATI-13002A FL 16305-R4 -Page I of 9 Stag and ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ATLAS ROOFING CORPORATIONCREEKAsphaltShinglesITECHNICALSERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterQD 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master@ 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Pro-CutV Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMrm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, PinnacleOD Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@) Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMastert Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMasterlD Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATI-13002A FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, ILLC INSTALLATION GlassMaster(& 30 & Basic Wind Speed (Vut): Tough -Master® 20 Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ)., ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. 36 .- . .... . .. .. ... . ............... ........ . . . Nails Figure 1. GlassMaster(R) 30 & Tough-MasterO 20 4 Nail Pattern (Non-HVHZ only) 12- --- 12- 5 5/8" 12` Figure 2. GlassMaster% 30 & Tough -Master® 20 6 Nail Pattern ATL13002,4 FL 16305-R4 ---Page 3 of 9 This evaluation report is provided for State of Florida - product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLG of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMTm Architectural Basic Wind Speed (Veit): Basic Wind Speed (Vaw): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in. plywood or wood plank for new construction, Min, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in, 0SB, existing construction, In accordance with FBC requirements, 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "13 Nail Pattern" detailed below. Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATI-13002A FL 16305-R4 .. Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, UC of any product changes or quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (V,it): StornnMaster(D Shake Basic Wind Speed (Vasa): Deck (HVHZ),. Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in, OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. 1AK 12 " aw—d rooerq W Figure 5. PinnacleV Pristine and StormMasterlD Shake 4 Nall Pattern (Non-HVHZ only) W t-; C i oC) CJ CD Ci CD " 'j C-) C] 39 11m, -1 -- 4— 7112- C3 cl C-D Figure 6. Pinnacle@ Pristine and StormMasterO Shake 6 Nail Pattern ATLII 3002A FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC StormMasterOD Slate Basic Wind Speed (Vujj): Basic Wind Speed (Va,,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. CISB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 9" Figure 7. StorimMasteriti Slate 4 Nail Pattern 9. Figure 8. StormMaster@ Slate 6 Nail Pattern ATI-113002A FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro^Cut@ Starter Strip Basic Wind Speed (V it): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Nan-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction, Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. 0S13 existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below.. MNa. lYp i t(I nnb fi R ,I Figure 9. Pro -Gut@ Starter Strip ATL13002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro-CutV Hip & Ridge Basic Wind Speed (Vult): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): 6" Ll ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction, Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12" 12 ga. 1-112" ring shank nall Figure 10. Pro-CutV Hip& Ridge ATU 3002A FL 16305-R4 Page 8 of 9 This evaluation report is provided for State of Floridaproductapproval under Rule 61G20-3. The manufacturer Shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1 ) Fire Classification is not within the scope of this evaluation, 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck, 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5 th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P E Ns No 74021 STATE OF 111111111100 CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:5 5:48 04'00' Zachary R. Priest, P.E. Florida Registration No, 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R, Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI-13002A FL 16305-R4 Page 9 of 9 This evaluation report is provided for State of Florida product I approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVFlZ ALL Impact Resistant ALL Design Pressure ALL Other ALL you MARMfAckum Revision InterWrap, Inc. John W. Knezevich, PE Approved H` terry Category; Roofing 954) 772 -6224 Subcategory: Underlayrn ents awria ; : The, ';late of Florida Is an AvEEO employer, ate 2( Vada PWACY aUterriRE4 :: 6"a52WMXjL4jtM0j;: Under Florida law, email addresses are, public records, It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850,487.1395. -Pursuant to Seaton 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emil provided may be used rot, official communication with the licensee. However email addresses, are public record. If you (10 not wish to supply a personal address, please provide tile Department with all email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click there. Product Approval Accepts: W f" IR E htips://Nvww,floridabuilding.org/pr/pr_app_,Ist.aspx 7/20/2015 Florida Building Code Online Page I of 2 0 r RegistrationBC[S Home Log In uWuge riot TOPIC' Sutif Sonctlacge Stars facts PublicationsnunFEIC Sulff 8CIS Site Map Links Seard, BS srlalc P ProductApproval USER: Public User Regulation FL # FLI5216- R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer inter -Wrap, Inc. Address/Phone/ Email 32923 Mission Way Mission, NON - US 00000 551) 574- 2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/ Email 32923 Mission Way Mission, NON - US 00000 778) 945- 2891 elozano@inLerwrap.com Quality Assurance Representative Address/Phone/ Email Category Roofing Subcategory UnderlaymenLs Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Niernmen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence __NJ0M_'Q'mP_q Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2. 3 1507.5. 3 150/.8. 3 1507.93 1507,9. 5 T1507,8 https-,HwwNv, floridabuilding.org/pr/pr--app_ dti.aspx'?pariiii=wCjEVXQwtDqv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 option B Date Submitted 04128/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 rroGucTS FL # I Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No F 4..E ski NTERWRAP F Approved for use outside HVHZ: Yes Hdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure. N/A Created by Independent Third Party; Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports Created by Independent Third Party: Yes 9ii] Fil Contact ;: The State Of Florida Is an AA/FEO employer. Under Florida taw, email addresses are public records. If ymi do rot wait your e-mail address released in response to a public -records request, do not send electronic mail to this ontity. Instead, contact the office by phone or by traditional mail, It you have any questions, please. contact 050487.1395, 'Pursuant to Section 455,275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide the Department with an em" address If they have one. The emails provided may be used for Official C001fteolicatkan with the licensee. irl"ever email Wrestles are public record, If you do not wish to supply a personal address, please provide the 0"Oripeors wiff, an OMM addrass which can be made oallable to (te pultiliC, To determine if you are a licensee under Chapter 4SS, F.S., please click IIM. Product Approval Accepts; WORM littps://www.floridabuilding.org/pr/pi_app_dtl,aspx?param=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015 e, ^ — EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAvmorizaxon #9503 secxmsnxmSTREET, UNIT wza oxmx o o PHONE: ( zoa)zxz'g»*s EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE. This Evaluation Report is issued under Rule 61G20' and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P. E. for use of the product under the Florida Building {ode and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the5m Edition (2014) Florida Building Code sections noted herein. ocscmpnom, Rhinuemofunderaymmnts LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,mpmvisinns of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes urthe referenced Quality Assurance documentation changes, Trinity \ERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity I ERD Evaluated~ may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages I through 3. Prepared by: Robert J.M. Niennnen P. E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile "at appearing ==thariZed by Robeft Niermnen, c°04nvmw,This does not setve=="lQ(3ro"lc41lY sIR-o douinsentygm*wa*hawco,leshave been transmitted °the Produ" Approval Administfator and to tlw named client CERTIFICATiON OF INDEPENDENCE: z, Trinity |Exo u"w not have, nor does it intend to acquire orwill it acquire, o financial interest in any company manufacturing u, distributing products uevaluates. z Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. a. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the p,novu, s. This i, ^ building code evaluation. me/toe,T,m//v|emo nor Robert miem|nen' P.E. are, in any way, the Designer ofRecord for any project onwhich this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards, Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2, STANDARDS: SeStipn Properties Standard 1507.2.3, 1507.S.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: En_,tity Examination Reference SR ITS(TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS(TST1509) Physical Properties 100539395CQQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type 1 or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, R.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPrIONS Underlayment Asphalt Shingles Nail -On TileI Foam -On TileI I Metal Wood ShakesI & Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes IYes No 5.6 Exposure limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type i or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-RZ Revision 2: 04/27/201S Page 2 of 3 t TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. fiA RhitigRoof UIZQ . 6.4.1 Fastener : For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 5ingig I r Roof Slooe > 4.12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. if this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Q2g§ler.,2:1 < Roof Slope<4: 2: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certlficote of Authorizotion #9503 FL15216- RZ Revision 2: 04/27/2015 Page 3 of 3 0 EXTERIOR RESEARCH & DESIGN, 4C. Certificate ofAuthorization #9s03 as» o/n/mAmSTREET, UNIT ms ERD OXFORD, CT 06478 poowe(zos) 262-9245 EVALUATION REPORT Interwrap, Inc. Evaluation Report 32923 Mission Way FI.15216-112 Mission, nCVlV- 6£4 Date wfIssuance: 02/17/2022 Canada Revision 2` 04/27/2q15 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5m Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RNnmmwwfUmdwNayment LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted CONTINUED COMPLIANCE: This Evaluation Report isvalid until such time asthe named p,oduct(s)changes, the referenced Quality Assurance documentation changes, mprovisions of the Code that relate to the product change, Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert N\eminen, P.E. if the product changes orthe referenced Quality Assurance documentation changes. ThnitylERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded bythe words ° ThnityI ERD Evaluated" may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. iwSp$cnom: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1through 3. Prepared by: Robert J.M. NiwmiP.E. Florida Registration No. eou6,Florida ucnAwszvxa w`=°= w*vwvn*~"=°~"*"" u"`~*=***°'w°"= m°^°.° Product ^pp°./w~"w~doeand ° the named client cEFirl"° mnIONmINDEPENDENCE: z TrinitylERD does not have, nor does uintend macquire mwill nacquire, ofinancial interest many company manufacturing or distributing products oevaluates. z. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. z Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. Robert wi^mmev.p,s. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the p,uu u, / P.E. / m Designer ,Record m,anv s Tm,uouuiWmxnoue=a|w^uvn we merT,/m v|eno^ u,xv w m^en' o,e. inov«nern project unwhich this Evaluation Report, p,previous versions thereof, is/was used for permitting u,design guidance unless retained specifically for that purpose. TRINITYERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub - Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section PropertigI Standard Y, M1507. 2.3, 1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507. 8.3, 1507,9.3, 1507.9.5 on Heating 1507. 2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507, 9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: En., t& Examination f r, nc 2M ITS ( TST1509) Physical Properties 100539395COQ 006 10/27/2011 ITS ( TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS ( TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS ( QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4. 1 RhinoRoof U20 is a multi(ayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5. 4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. if not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5. 5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail - On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5. 6 Exposure Limitations: 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or Ii or 04869, Type iI underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificate 0f Authorization N9503 FL1S216-112 Revision 2: 04/27/201S Page 2 of 3 I I TRINITY ERD 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. Rhj0oRo2f UZQ: 6.4A Fg5jene[5: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 51aft LmE, ftQQU> 4*U: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required, when batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Q2&1p, Wyeri a*12 < R02f S1021 < 4:12; End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certificore of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510,02.12-R2 FLIS216-R2 Revision 2:04/27/2015 Page 3 of 3 cW 0211112015 13:41 (FAX) P.0021004 MIAhtI-Dwt)E GOGNTXipPRODUCTCONTROLSECTION t t 603 SW 26 Street, Room 208 i`AV C` OF RtG1 l.A'fOXi(AN0 ECONOMIC RESOURCES (M) Miami, Florida 33175.2474 AND CODE ADMINISTUTION DIVISION T (796)315-2590 F(786) 315-2599 CE OF ACCEPTANCE NOA) Southeastern Metals Manufacturing Company, Inc. 1I30I Industry Drive Jacksonville„ FL 322I8 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of oonstruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas what's allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform In the accepted mamer, the manufacturer will Incur the expense of such testing and the AH.I may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REP reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively aff=ting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for; sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then It shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shell be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.09 Expiration Date, 04/15/19 Approval Data: OI/23/14 Page 1003 021111201 S 13:42 fa P.0031004 0 ROOFING ASSKMALY APPROVAL Category: Roofing, Sub -Category.- Ventilation Material: steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR Uemw By APPLICANT: AUumbaind Test Product hailihms &WOC119201 uladgues Weather Vent Vent: 4- Ys" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flarip: 2411 x 52" Thickness: 0.0217 inch. - MANUFACTURING LOCATION 1. Jacksonville, FL Ev[13mcz SuBmrrjtD lot An"Y INS Idatiflor Imt Nhmlakart am PRI Asphalt Technologies, Inc, TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC 132 SEM-027-02-01 01/07114 APPROVED APPLICATIONS: Deck Type: Wood Deck Description. 1-1/n " or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3%" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation; Vents should be evenly spaced on the mar slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with I-V4" galvanized ring shank roofing nails spaced approx. 8" o.c. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Sea] all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein), Net Free Area: 99 square inches. NOA No.. 134814,08 Expiration Date. 04/15119 Approval Date; 01/23/t4 Page 2 of 3 0211112015 13.43 SAX? P.0041004 LmrrATIQNB: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shell comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4, Weather Vent shall not be installed on roof moan heights greater than 33 feet. 5. Ail products listcd herein shall have a quality assurance audit in accordance with the Florida wilding Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Scat as shown below: DRAWINGS o ROOF FLANGE NAIL PLACEMEW e ei* END OF THIS ACCEPTANCE NOA No.: 13-014.0$ Expiration Data: 04/15/19 Approval Date: 01ni3/14 Page 3 of 3 Florida Building Code Online rc,' P vk +e 3 Page I of 3 o(y) RCIS Horne Log In User Registration Hot 70ins S4t;rntt Svct,a,9e i Slats & Facts 1 PuDitcatiorts F8C Staff OCIS site Map Links Seard, Bus ne Pr%sl Nna Product Approval4USsNER: olic User Regulation 62pLa M1,j4q > Application Detail FL # FL2197 R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.corn Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mil.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. Certificate of Independence EUM-0—Cm- Referenced Standard and Year (of Standard) ftovidmd Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https:llwww.floridabuildiiig.org/pr/pr_app_-dtl.aspx?param=wGl-"VXQwtDqvr'['Ext%2bbkf.. 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Model, Number or Name Description 2197,1 M18S H S 18 ga. super high strength truss connector plate Limits of Use installation instructions Approved for use In HVHZ: Yes FU19_7_A 1 Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party; Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 2197. 2 tm1 16 I — 16ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, UC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida building Code I 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LL.0 Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use 14VHZ per ICC-ES FSR 1988 Supplemental for the Florida Building Code 2197.4 fJfMT2fQ:__ 20 ga, truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL492—R Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party; Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per [CC -ES ESP-1988 Supplemental for the Florida Building Code 2197.5 MT20HS 20 ga, high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ* Yes f_U,19.7__ Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure; N/A Evaluation Reports Other. Can use FiVF1Z per [CC -ES ESR-1311 Supplemental EUj%Z_n_A.F_ F -.WiE f for the Florida Building Code. FED sa ozw." :: The State of Florida IS an WEED employer. Under Florida low, enidll addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send e Ma' e contact 850,487,1395. 'Purs-traot to ectrorimailto thisentity. Instead, contact office by phone or by trad ttoral mail, If you have any questions, pleas Section 455, 275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S, must provide the Department with an email address it they have one. The ernalls, provided may be used to, official communication with the licensee. However email addresses are public record. If you do not wish W supply a personal address, please provide the Department with an email address which can he made available to the public. To determine if you are a licensee under Chapter 455, r.S , please cliCk AtM Product Approval Accepts; W WX https:ll- vvww.tloridabuilding.org/pr/pr_app_,dtl.aspx?parani=wGEVXQxx,,tDqvrTEx`/`2bbkf.. 7/20/2015 Florida Building Code Online Page 3 of 3 https://www.floridabuilding.org/pr/pr—app_dti.aspx?param=w(iEVXQwtl)qVT'I'Ex%2bbkf.. 7/20/2015 Excerpt from fCC•ES ESR.1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. Excerpt from tCC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSIITPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHO P- FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK@ TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HSP M11 20 HS AND MT20HS TM CC ICC fIG WED Look for the trusted marks of Conformity] 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC- Evaluation Service, UC, express or intpliec4 as to any finding or other matter in this report, or as to any Product covered by the report. MOM CWnMT" two Copyright (D 2015 ES Evaluation Reissued June 2015 This report is subject to renewal June 2017. MMAcc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wMall"c2al EVALUATION SUBJECT: MiTeko TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HS, Mil 20 HS, AND MT20HST- 1.0 EVALUATION SCOPE Compliance with the following codes: 0 2012, 2009, 2006 international Building Code* (IBC) a 2012, 2009, 2006 International Residential Code' (IRC) a 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 113C. 2009 16C code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTeko' metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 31 MiTek* M-16 and M11 16: Model M-16 and Model M11 16 metal truss connector plates are manufactured from minimum No, 16 gage [0.0575 inch total thickness (1,46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0,54 inch 137 mm) in length are punched along the perpendicular axis of the plates, The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9A mm) long, and there are 4.8 teeth per square inch 0,0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25A mm) width increments, up to I 12 inches (305 mm), and lengthwise in 1 /4-inch (31.7 mm) multiples- See Figure 1 of this report for details. 3.2 MiTee M-20 and Mll 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage 10,0356 inch total thickness (0,9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0,88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch 1 1A mm) long and 0,125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0,15 inch 3,8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6A mm), Each slot has a 0.33-inch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTeO M-20 HS, Mil 20 HS, and MT20HST": Models M-20 HS, Mll 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No, 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (1 1A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, t-valiatoon Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as on endorsement of the subject of the report or a recommendation for its use, There is no warranty by ]CCE'valuatton Service, JJ.C, express or implied as In C)l to anyfinding or other matter in this report, or as to atty product covered by the report. Page `of 5Copytight02015 ESR-1 311 1 Most Widely Accepted and Truz,fed Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers,- or combinMions of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI1TP1 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTeO metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables I and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek* metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table I have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9,5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required, 6.0 CONDITIONS OF USE The MiTee Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govem. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6,6 fabrication, quality assurance and special inspection, refer to the applicable version of AN$VTPI 1, engineering drawings and the applicable,.cde. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTee Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTeIJ Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPl 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent, Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber, 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6,5 of ANSI/TPI 1. 6.8 MiTeko metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6,11 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI1TPI 1, 6.2 Manufacturer's descriptive literature, 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTeke connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTee Industries name, the metal connector plate model, and the evaluation report number (ESR-1 311), ESR-I 311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (iblin'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 Douglas fir —larch 0,5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spn.tce-pine-fir 0.42 127 82 75 107 Southern pine 0,55 174 126 147 122 M-20 and M11 20 Douglas fir —larch 0.5 220 195 180 190 I-lem-fir 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0,55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir —larch 0.5 165 146 135 143 Hem -fir 043 139 ill 97 109 0A2 148 108 107 103 Southem pine 0,55 187 143 138 1561 For W: 1 It)fin" = 6.9 kPa. NOTES; Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA m Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mll 20 20 HS, M11 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I Pounds/inch/Pair of Connector Plates Efficiency Pounds/Inch/Pair of Connector Plates Tension Values in Accordance with Section 5,4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension 01 0,70 2012 0.50 0.59 1505 Tension 90° 0.36 1013 0.47 1 ...820 0.48 1219 Tension Values in Accordance with TPI-I with a Deviation [see Section 5*9 (e)] Maximum Net Section Occurs over the Joint' Tension 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 90-- 0,30 849 0A8 841 0.52 1321 Shear Values Shear @ 0' 0,54 1041 0,49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0,61 1085 Shear @ 600 0.73 1402 0J9 936 0.67 1184 Shear @ 90° 0.55 1055 0,55 645 0.45 792 Shear(M 1200 0.48 914 0.42 490 0.34 608 I Shear Lp 220 0.21E7 672 A6 544 0,3 537 For SI: I lb/inch = 0,175 N/mm, 1 inch = 25.4 rrim. NOTES: Minimum Net Section — A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. Maximum Net Section — A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 ( Most Widely Accepted and Trusted Page 4 of S n 101 n. E g t 125, 0 25T 0 tom" M51, 0U0u t 11,1111 D 0 D U J a 0 0 0 11 0 n 201 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Accepted and Trusted Page 6 of 5 0 125" 0 2w 0 wo, 0 36VI 32mm 64mm, #27serr 93mm IOU [A o0q, 110D DOD DnD 041 011D ODD 11,14 Ono non M-20 HSI Mll 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJcc-es.or-q 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council` DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTee TRUSS CONNECTOR PLATES: M-16, Mit 16, M-20, M11 20, M-20 HS, M11 20 HS, AND MT20HSTm 1,0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeO truss connector plates M-16, Mll 16, M-20, M11 20, M-20 HS, Mll 20 HS, and MT20HS, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codete provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015, 1CC-E.5 Evaluation Reports are "at IQ be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement of -the subject ofibe report or a recouninctulationfor Its use There is no warranty by FCC Evaluation Serf tee, U.C, express or nq1stfe,4 as 10 any fending or other matter in this report, or as to attv product covered by the report, Copyright Q 2015 Page 1 of 1 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017, MM_wJcc-es.oE9 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Councito DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 145116 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTeVTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HSTm 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek* Truss Connector Plates M-1 6, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 0 2014 and 2010 Florida Building Code —Building 11 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTee Truss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-11 311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building CocleP (IBC) provisions noted in the master report. Use of the MiTee Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HST'kl has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products failing under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. VC -PS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a reconanendarionfor its use..There is no warranty by ICC [Yroluaitan Service, LLC, express or implied, as to anyfinding or other matter in this report, or as if) arty product covered by the report. Copyright 0 2015 Page 1of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK8 TRUSS CONNECTOR PLATES: M-16, IVIII 16, M-20, IVIII 20, M-20 HS, IVIII 20 HS AND MT20HS TM ICC i1cc ICC PSG LISTED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of W"At lff.WS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation./or its use. There is no warranty by ICC Evaluation Service, Lff,, express or implied, as to any.finding or other matter in this report, or as to any product covered by the report. " ARMCOMWATM M -7-.. Copyright 0 2015 ES Evaluation Report Reissued June 2015 This report is subject to renewal June 2017. vvwwAcc-es.oE9 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Councilo DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTOO TRUSS CONNECTOR PLATES: M-16, Mill 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code (I BC) 2012, 2009, 2006 International Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADISC is based on the 2009 18C. 2009 IBC code sections referenced in this report are the same sections in the ADIBC, Property evaluated: Structural 2.0 USES miTek" metal truss connector plates are used as joint connector components of light wood frame trusses, 3.0 DESCRIPTION 3.1 MiTeOM-16and MI116: Model M-16 and Model MI 1 16 metal truss connector plates are manufactured from minimum No, 16 gage [0,0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0,0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0.54 inch 13. 7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9, 4 mm) long, and there are 4.8 teeth per square inch 0, 0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4Anch (313 mm) multiples. See Figure I of this report for details. 3. 2 MiTek® M-20 and M11 20* Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage (0,0356 inch total thickness (0.9 mm)1, ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0346 inch (0,88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch 11. 4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3. 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6A mm), Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point, See Figure 1 of this report for details. 3. 3 MiTek* M-20 HS, M11 20 HS, and MT20HSTm: Models M-20 HS, Mil 20 HS, and MT20HS1m metal truss connector plates are manufactured from minimum No. 20 gage ( 0.0356 inch total thickness (0.9 mm)), ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 0, 0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 314-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and farmed at right angles to the face of the parent metal, Each module has three slots, 0. 45 inch (11.4 mm) long and 0.125 inch (3,2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6A mm). Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point, See Figure 1 of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC- h_SEaluation Reports are not to he consimed as representing aesthetics or any other alt,lbu(os not APecificall'y addremed, nor are they 10 be Construed as on endorsement qf the. sub)ect of the "por((w . "cornmeoidation for 113 use. Acre is no warratitv be I<C 1wtuobon Semce, express or iniphed, as to otrv, fineting or other matter it? this rejoori or (r, to any product covered by the report. Copyright 0 2015 Pagel of$ ESR•1311 I Most Widely Accepted and Trusted Page 2 of 6 muitiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTee metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTee metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table I have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304,95 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTee Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication,, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTee Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek (D Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSIITPI I Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber, 6.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members, 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6,5 of ANSIITPI 1. 6.8 MiTeke metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada, 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSIfTPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTeko connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-1 6 plate is embossed "M-1 6"), Additionally, boxes containing the connector plates must be labeled with the MiTeko Industries name, the metal connector plate model, and the evaluation report number (ESR-1 311), ESR-113111 I most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE) LUMBER SPECIESI AA EA AE E E M-16 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem-fIr 0.43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0,5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0A2 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, M11 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-flr 0.43 139 Ill 97 109 Sprum-pine-fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: I lb/in' = 6,9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint, AA z Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to toad, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to toad, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY I 1 1 I FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mll 20 M-20 HS, M11 20HS AND MT20HS Efficiency ich/Pair of Connector Plates Efficiency I Pounds/inchlPalr of Connector plates Efficiency Pounds/Incirt[Pair of Connector Plates Tension Values in Accordance with Section 5.4.4-2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 00 0.70--- 2012 0.50 880 0.59 1505 Tension @ 9U 0.36 10131 1.47 820 0,48 1219 Tension Values in Accordance with TPI- 1 with a Deviation [see Section 5A.9 (e)] Maximum Net Section Occurs over the Joint' Tension 0 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 90' 841 0.52 1321 Shear Values Shear (M 00 0.54 1041 0.49 574 0.43 761 Shear @ 30° 0,61 1173 0.63 738 0.61 1085 Shear @ 601 0.73 1402 0.79 936 0,67 1184 Shear @ 900 0.55 1055 0.55 645 045 792 Shear@ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: I Winch = 0,175 N/mm, finch = 25A mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line posses through a line of holes, 2Ma)dmum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 4 of 6 031W o1w t* fwm 4 1"'m M-16w M1116 0, 2 IS' 01, 2w 0 Slvfl f) 4 m", Y 'Tlm o0ounuouna Z: I I nw, M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Wide!Z Accepted and Trusted : . Page 6 of 125, 0 2w 0 wo, DOD T ![I D Ll D o" 0 D 0 i n J] un" DOD D019 1 M-20 HS, Mll 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.ice-es.org 1 (80 1 0 11 ) 423-6587 1 (562)699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wim-mil-sm EVALUATION SUBJECT: MiTeO TRUSS CONNECTOR PLATES: M-1 6, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HS"m 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeko truss connector plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HST'4, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CDC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. 1(-C-1'S 1,i,atuation Reports are not lobe construed as repmsentinga,'sibetics or any other attributes noispecificolly addressed, nor are they to be COPSIrtied a, on endorsement of the subjec(ofihe report or a recommendationfor its use, There is no warranty by IWAvaluation Senwe, LLC, express or anplm4 as a> aay finding or other matter in this report or as to any product covered by the report Copyright 0 2015 Page 1—.f 1 Evaluation Report FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63---Shop-Fabricated Wood Trusses REPORT HOLDER. MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 fflft,!1!!i&Ql33 EVALUATION SUBJECT: MITe0 TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-1 6. Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTekoTruss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the international Building CodO (18C) provisions noted in the master report. Use of the MiTekoTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, M11 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code -- Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. l('C-1,' yEeatuatuot Reports are not(o be construed as representinga"thencs or any other attributes nor specifically oddre-vved, nor are they to be construed as an endorsement of the subject of the report or a recommendatuitifar its use, There Is no wearronry by !CC' Fealuation Service, LLC, express or Onplied, as to anyfinding or other matter ot this report, or as toany product covered by the report Copyright 0 2015 Page 1 .f 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEKO TRUSS CONNECTOR PLATES: M-16, IVIII 16, M-20, M11 20, M-20 HS, MII 20 HS AND MT20HSTm IC 1CC ICC C PMG LiSfEtl Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" III A Subsidiary of W= K'GES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 0*4 they to be construed as an endorsement ojthe subject of the report or aspecificallyaddressed, nor are (OU) recommendation for its use. There is no warranty by Xc Evaluation Service, Ll,C, express or implied, as AMA—~ftw- 0 0toanyfindingorothermatterinthisreport, or as to any product covered by the report. Pwo= CwnwATM Copyright C 2015 ES Evaluation Reissued June 2015 This report is subject to renewal June 2017, tn!_m_Jpc-es.oEg 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council* DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTee TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 =EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Codee (IBC) 2012, 2009, 2006 Intemational Residential Code (I RC) 2013 Abu Dhabi International Building Code (ADIBC)l tThe ADIBC is based on the 2009 1113C, 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTee metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeO M-16 and Mil 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0,37 inch 9A mm) long, and there are 4.8 teeth per square inch 0,0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4-inch (31.7 mm) multiples. See Figure I of this report for details. 3.2 MiTee M-20 and Mil 20: Model M-20 and Model M11 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 111.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3,8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch (6.4 mm). Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point, See Figure 1 of this report for details, 3.3 MITek' M-20 HS, Mil 20 HS, and MT20HSI: Models M-20 HS, Mill 20 HS, and MT20HSTM Metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A553 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 314-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal, Each module has three slots, 0,45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure I of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, Evaluation Reports are not to be construed as representing aesthetics ar any other attributes noispecifically addressed nor are they to be construed as an endorsement of the subject of'the report or a recommendmionfor its Use 77sure is no Warranty by ICC EtwivationService, LLC, express or Implied as in anyfinding or other matter in this report or as to any product covered by The report. Copyright 0 2015 Page 1 of 5 ESR-1 311 1 Most Widely Accepted and Trus!ed, Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses, 4.2 Allowable Design Values: Allowable design values for MiTee metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek to metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319,3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTeke Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSIfrPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTee industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using miTek' industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI I Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 6.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTee metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida ' Edenton, North Carolina, and Bradford, Ontario, Canada, 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTeko connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-1 6 plate is embossed "M-1 6"). Additionally, boxes containing the connector plates must be labeled with the MiTee Industries name, the metal connector plate model, and the evaluation report number (ESR-1 311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (iblinx/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND MU 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Henn -fir 0.43 185 148 129 145 Spruce -Pine -fir 0,42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mill 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 ill 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0,55 187 143 138 150 For $1: 1lbAn2 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE m Plate parallel to load, wood grain perpendicular to load EE a Plate perpendicular to load, wood grain perpendicular to load 3All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mill 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency PoundstinchlPair of Connector Plates Efficiancy Pound$/inch/Pair of Connector Plates Efficiency Paundslinch/Pair of Connector Prates Tension Values in Accordance with Section 5.4.4.2 of TPi-1 (Minimum Net Section over the Joint)' Tension ® 00 0.70 2012 0.50 1880 0.59 1505 Tension 900 0.36 1013 0.47 1 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint Tension @ 00 J 0.68 1945 0.62 1091 0.67 1716 Tension 900 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 0.54 1041 0,49 574 0A3 761 Shear ® 300 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear Q 900 0.55 1055 0.55 645 0.45 792 Shear Chi 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For ^al: 1 Winch = 0.175 N/mm, f inch = 25.4 mm, NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these platers, this line passes through a section of the plate with no holes. ESR-1311 I Most ,Widely Accepted and Trusted Page 4 of 5 0 31,10, 01W 64mm 41mm M-161 M1116 61 ',) 2,W' 0 12Y, mal 0 A tre, ' s' mm D 01 loon], o ILD [111 11U 1110 Illur Ll H 0 36t, 9 M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) ESR-1311 I Most Widely Accepted and Trusted Page 6 of 6 0126, 02W owl 32mm $4mm 127mm 11 Do Dun ODD Uno goo 0 B IF] ODD D50io DD n 0 0 D D D WDTH i FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.Jcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 OG—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 MM-mil-c2m EVALUATION SUBJECT; MiTek'TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HST* 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeko truss connector plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSym, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code 0 provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the C8C. This supplement expires concurrently with the master evaluation report, reissued in June 2015. CC-h'S Gvaluaann Reports are not 10 be construed as reprosim(ing aesthetics or any other attributes not specifically addressed, nor are theyvoluituonService, UC, express or intphed, as " he construed1asanendorsementofthesubjectofthereportorarer-pnonendairon.for its use, There is no warranty by KV L to any finding or other matter in iiih, report or as to any product covered by the report. waa Copyright Q 2015 Page 1 of 1 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.igSi-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 yrfiW.mii.cQM EVALUATION SUBJECT: MITeeTRUSS CONNECTOR PLATES: M-116, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek* Truss Connector Plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HST'4, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 8 2014 and 2010 Florida Building Code —Building 0 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MffekeTruss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HS'm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Boilding, Code —Residential, provided the design and installation are in accordance with the international Building Code (18C) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential, For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission), This supplement expires concurrently with the master report, reissued in June 2015. X'C-P'S 1"I'aluallon Hor"ra are not to be construed as r presenting aesthetics or any Other attributes not spccrficalty addressed. nor are they to be., c(,ostruet an radorsemenerofthe sirbico ofthe report or a recononendationjor its use, There is no warranty by KY" F) ah"Ition Servjc c, Llf, express or imphed, as to aniefinding orother iveraer in this reerwrt, or as to any product c(,,emdby the report, Copyright 0 2015 Page 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEKO TRUSS CONNECTOR PLATES: M-16, IVIII 16, M-20, IVIII 20, M-20 HS, IVIII 20 HS AND MT20HSTm 1CC ICC ICC C PIVIG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICGES Evaluation Reports (ire not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement oj'the subject of the report or a recommendation for its use. There is no warranty by 1CC Evaluation Service, Ltk, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright @ 2015 Reissued June 2015 This report is subject to renewal June 2017. MMAcc-es.orn 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Councilo DIVISION: 06 00 OD -WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 W_ww-milsoal EVALUATION SUBJECT: MiTek' TRUSS CONNECTOR PLATES: M-1 6, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code (IBC) a 2012, 2009, 2006 International Residential Code (I RC) 0 2013 Abu Dhabi International Building Code (ADIBC)l The ADIBC is based on the 2009 IBC, 2009 18C code sections referenced in this report are the same sections in the ADIBC, Property evaluated: Structural 2.0 USES MiTek 0 metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 31 MITee M-16 and M11 16: Model M-16 and Model Mll 16 metal truss connector plates are manufactured from minimum No, 16 gage [0,0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)) and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9,4 mm) long, and there are 4.8 teeth per square inch 0,0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTee M-20 and M11 20: Mode( M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0,0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure I of this report for details. 3.3 MITe0 M-20 HS, M11 20 HS, and MT20HSTm: Models M-20 HS, M11 20 HS, and MT20HSIm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal, Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0,15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6A mm). Each slot has a 0.33-inch-long (8A mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure I of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, IC(' Reports are not to be construed as representing aesthetics or any other attributes no(specifically addressed, nor arc, they to be construed as an , endorsement of (he subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, 11C. express or implied, as to any fatting or other matter in this report, or as to any product covered by the report, aro Copyright 0 2015 Page 1 of 6 ESR-1311 I Most Widely Accepted and Twtad Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial emb6drbent roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses, 4.2 Allowable Design Values: Allowable design values for MiTeO metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables I and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTeO metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9,5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTeO Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version ' of ANSIfTPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTeko Industries metal truss connector plates, must not exceed those listed in Tables I and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTeO Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. We( service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members, 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiT I eko metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature, 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTeko connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTeko Industries name, the metal connector plate model, and the evaluation report number (ESR-1 3111).' ESR-1311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin7/PLATO ' EUMBER SPECIES SG AA I EA AE EE M-1 6 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0A3 119 64 102 98 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mill 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0,42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mll 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: I lb/in2 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE a Plate perpendicular to load, wood grain perpendicular to load 3AII truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by futl-embedment rollers, or combinations of partial embedment roller presses and hydrautfc•platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES P - ROPERTY FORCE DIRECTION M-16 AND Mill 16 M-20 AND Mll 20 M-20 HS, Mll 20HS AND MT20HS Efficiency Pounds/Inch/Pair of connector Plates Efficiency I PoundsAnch/Pair of Connector plates Efficiency ids/inch/Pair of Connector Plates Tension Values in Accordance with Section 5.4*2 of TPI-11 (Minimum Net Section over the Joint)' Tension Q 00 0.70 20 50 880 a59 1505 Tension @ 90* 0.36 1013 0.47 820 Tension Values in Accordance with TPIA with a Deviation [see Section 5A.9 (e)] Maximum Net Section Occurs over the Joints Tension @ OP 0,68 19, 0.62 1091 0,67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values Sheer @O* 0.54 1041 0,49 574 0A3 761 Shear @ 300 0,61 1173 0.63 738 0.61 1085 Shear @ 601 0.73 1402 0.79 936 0.67 1184 Shear @ 9011 055 1055 0.55 645 0,45 792 Shear @ 120° 0.48 914 0A2 490 0.34 608 Shear @ 1500 0,35 672 0.46 544 0.3 537 For $I: I lb/inch = 0.175 N/mm, I inch = 25.4 mm. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this fine passes through a line of holes. 2Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted' Page 4 of 6 L3 J J M-16, M1116 0 w 0 t25, 64 rm", 2mm D11 1pDouuouOoD1l DD l 110"Dop'll 0 DOD ou Ll 0 D [ILID 0 4Y71 ra M-20, 1' 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-13II 1 Most Widely Accepted and Trusted Page 6 of 6 0 125, 0 26cr 0 -qw, 0 WIR" 32mm. 64mm 127mm V 3 re Pull-0 000 goo 000 000 0000o M-20 HSI Mll 20 HE$ MT20HS FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report ESR-1311 CRC Supplement Reissued June 2015 This report is subject to renewal June 2017. WWW.icc-es.a,rg ( (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International Code Council" DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 6301T 314) 434-1200 www&I'com EVALUATION SUBJECT: MiTek' TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HST* 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeko truss connector plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HS11-1, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in .tune 2015. IC C: AS 6vatuation Reports are not to be construed as representing aesthetics or any other ooributes nc t aitecifica(ty addressed. nor are they to be construed as art endorsement of the subject of the report or a recammendatton for its use. There is no warranty by/CC E.vatuation Seri ice, O.C, express or anptied as fm to any finding or other matter in this report, or as to any product ravered by the report- Copyright 0 2015 Page 1 of 1 a ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MlTek" TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTm 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeko Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HS "', recognized in ICC-ES master report ESR-1 311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Budding, 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeeTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTM, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the MiTek!Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-EN Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be oonstrued cis an endorsement of the subject of the report or a recommendation far Its use There a no warranty by ICC Evaluation Service, 1d,C, express or implied, as to anyfinding or other maner in this report or as to any product covered by the report Copyright 0 2015 Page 1-.t 1 Florida Building Code Online Page I of 2 BaS Home I tog In I User Registration SubmitiHotTopics1SubmitSurchargeISuits & Facts Publications FSC Staff BCIS Site Map links Search 3us ne r%5st W I ProdApproval AuctUSER: Public User Regulation AligjIlizo- M > A001catlon Dotfill ON. FL # FI-14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/ Phone/Email 4710 28LM Street N St. Petersburg, FL 33714 727) 458-0544 benmengS@yahoo. com Authorized Signature Xianbin Meng benmeng8@yahoo. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/3112018 Validated By Ted Berman, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EUR" LEa-M-10010t 51000SA YrAl ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect https- llwww.floridabuilding.org/pr/pr_app_dti.aspx?parmu=wGEVXQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 04/2312015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/201,5 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 142391 Slotted Steel Tie -Down Clips, I" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ, Yes Verified By: Frank L. Bernardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other. This design provides allowable capacities for the 6A4232_ft3_M_kyA-P& system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Fig ED The State of Florida is an AA/EiROemplOyer. Under Florida law, email addresses are public records, If YOU do not want Your e-mail address, released in rc5pon&e to a putOc-records request, do not send allactroroc Mail to this effttr. tnslvao, contact the office by Ph*" Of by 0`000*01'ral 044, if YOU have 4bY qu"Sho"S, Please contact aso'407'1395. "WSWAt to Sect" 4$5275(t), F100414 StAtullft, eff*d" OOOW 1, 10t.2, kanpeft ithimSae doper Chapter 45% F5, must provide the oelWUA"W11r With 00 troo address it they ba" omt The emads Provided may be Used for 04100 bommuo"lem with the rcab%da, hidweyer email addresses are public r*Mf#. It you do felt VaSh tosupplyapecumaiaodrm' please plovicie the Department With an enruld Address which can be made available to the public. To determine if you are a licensee underChapter4$S. F,S,, please clic], heft_. Product Appiroval Accepts: a 1711, to RR E https://iN,ww.florid,ibuiIding.org/pr/pr_app_dtl.aspx?parani=wGEVXQNN-tDquDEJErtOSCei.,. 7/20/2015 MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS TSLB MIN, WEIGHT, DESIGN NOTES: _ * ,M t J^ w_...m.. r f HEi'k!RPCCAL JN:i TN15 FROCHKT 1lAS BEEN aESiG13ED FN ACCORDANCE `xI?H ASCE 7-IO ANO THE T41 R PER SEPARATE BUILDING CODE FOR USE WITHIN AND OUTSIDE THE NIGH VELOCITY HURRICANE OAM' RT1H£AfYO^i. TYP. INDICATED IN -Si,. ACCC'dPANYIfsG .DESIGN SC}sEDUL Es, TH£ DE5 Ln ;RiiSRIA lis'ED CALOAA71i 7K ALLOWABLE ROOF -TOP MEIO IS CONS 01M 7.10 29,5 1' 704 "OF Tw x. (H) 54$ FT A" 5£CTi0u ms AIR ROOF TOP METS"75 fHi>W A'3' SE""ON 24 4 I POR SN':T. ALL "0", AT "'H" £.""o MAT . THE CEtT R r GRAt {Tv d6%" L $4 Cf4iT5IitE TNE'S'Ykt2, ik'+3 L5 F{iat t<LL LS:fiATi(5'4S dCiY4iCs.RRTNt} f 4 d ty I ASSURED :O ACT AT T E y" A..l IER DESIGN YRRL'IBi.ES RRE IN niTFf Asa 7 I0 p£APIM XS & 29, GEOME7RIC CENTER or THE _ THE MEIGHTV LISTED 14 THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT CF S E RFS16N ME UNIT 0,, ^` THE SUFLCI F . THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT' TO ec NnTALEP ON A C.*;TCP O` SCH.„UL£FOR ••,,}} MECHANLGA,L tiNLT LMUSI BE w ; GRAr "r Y ` M.AX; RUM sL7RFA':i MAXIMUM 30 'TALL A/C STAND ICERTIFICATON 8Y .TfiERs) ON T..r O. "7iE HEIGfiTs $f i3 ZOARE OP RECTANGULAR z r } 'fT USTE: IN THE?ESIGN So aOLRf". NO .RR- S.}=f1PFS £ z A AREA AND DESIGN j_1 PRFSSf RE. IYF. 4w- GENERAL NOTES: ' ___ G; STEEL 3TE-DCibli CLIP°- 1 w ' THIS 9tViDEKT =AILS E£*N DESIGNED AND SnA.L BE FABRICATED IN ACCORDANCE WITH S y "N5fsOE TA 1. u'3 A 2f3 7HE RBQujREMBN`TS OF THL LORWA E,KLD-NC WOE A AST_ 7 1b_ THIS PRG `CUC; MAY [ L 2 j FOR Ctd'P iNIOP,MAiO+Y. BE USED WITHIN ANL OUT= D£ THE H. H VELS C ?Y HURRICANE 704+£. 7. ND 32 Ij3% INCREASE IN A .0WASU >.91--S HAS BEEN USED IN THE DESIGN OF F415 f ate}"' 4P. SY5TE"' U S#£..IGN 5 BA 'D Oh '1 IF'VT PROy DC 'OD£A:T' AJ1D nl SHE S f'20. TES'• REPORTS *T_ k „10° 1Z9. _01AAM 3 BY TASTING EVALUATION LABORATq I S, P ' jN ., NO St&5"T7's>'T3i `S WITHOUT WiaiiN APPRQVAL B. Tts ENGINEER SHALL. BE PIITIED MAY. 33N B MDIMENSIONS MINIMUMWEIGHTOF NI.AL„HA`,L ONFOFaTO SPECIFICATIONS STATED HEREIN. A.tMECHANICAL SPK`F;A'WNS / IC:EAR SFACE TONNAGE FTC.' SHALL BE AS PER M.A.WFACTUREP RE. OMHENDATIONSZ HOST 57Rt3Gl'1 CIE DESIGtI ? * "j.., AND ARc THE EXPRESS RSPONS $ LLIY OF THE CONTRAC"OR. 0 8Y OTHERS SEE. Des'} ±"l 5, fAS'FENERB TO BE 312 X t/ OR GREATER SAE GRADE 5 UN' SS NOTED OTH°RILISG. ` 5C} E VIES ECiR ^;1X y ,'1 TAPCONS REFERRED TCHEREIN SHALL BE 1TW BUILDER BP,AND CARBON STEP OILY, H ALIOWAF41 S.: BST. RA'ES i ,.y+a '„ INSTALLED TO 30`J{1 PS: MI CONCRETE : E SEE AN44P SCYF UL FOR ANCHOR MAX +q?.`' s RF, . U'FE#E'ltS. AI1. FASTENERS c7+A11. MAVf AAPROPR ATE CORD "155C% PPO7C7Q- f^ f MAY YP, Y 4t* L TD PREVEN LS CTRO YSI$, Z e r t MECHANICAL UNIT TY° `>- ` ALL STrtt. CkiAS SKA.0 9E ASTM A2$3 5T££1 <GRA £ D fY H FY-33 xSt OR BE"TfL w ks J loe Au STSEL MEMBERS SHALL BE PROT'I'•ED AGALUS CJRROS ON 1 AN APPROt+f0 j,J O a S TIE -DOWN ISOMETRIC COAT OF PAIR`, ENAMEL OR CTHERAPPROVED PRO TNJN .RD-RATED COA_'WG REQUIRED FOR ALL COASTAL INSTALLAT1I014S z 4 TTPE t$' C. L§P Rb1A 7CUMSER 6E OLiAS 7, ALL COt CRr E SPKI D HEF . cN ES &t, , PART OF HS CERTIFICATION,AS A MINIMUM, ISOMETRIC PER CtiRwA Witt VARY PER M ALL CONCRETE SHAtt B sTRJ..TUFA [Ct°f. CRET- y" MIN. THICK AND S-HALL HAVE C„ NIN„T• C,TION " f_1_S Ci C4 ON SMEET 2' : ilP;lmjl COMPRESS; J_ STRENGTH CIF 3, 00 PSI, UNLESS NOTED OTHERWISE g A. THE COW: RAC :OR IS RESP??YS/&LE O INSLAA7F ALL MEMBERS . PCD SIMILAR MATERIAL5 TO PREVENT ELECSROL STS m TIE -DOWN CLIP DIRECTIVE EXAMPLE 9 ELcc,RaR, a0£s: rxTA_LEz,s. T HE L"i< Y OF ANY E7ftsnv. $,Rk.-nA?£ To P.3TF11SxANi3 StiPiRimKl'aEi3 iAA.35 f : inOLlrv-A3N. EYAMfiI.£ i uS?"RAR THE #:tOCEiRf USEDTO O`_"'1'ERMINE T!}E MAXIMUM AiiO'tiA9tE Rp}^ T4. iNS'"AL:A7it3i ±1# ^.%''T, N FORA:Y GIVEN4#yAtt. 08 RFJ{LF:ED BY THE Q1t$:SE £?fSLfaN PROFESS-`QNA* AND i5 N4"TP+A$.UDED %"' HE _HANIrA . UNIT TWAT CONFC. fiMS TO TriE OLMEH5f01 R£57'RISTIOHS AND ESSGN CAz: n;A LISTED »£RE N. SEE SHEE"S 4,5 FOR D SICN .,En_Dti:...> ; THIS CER IA?TOY £X EfT AS _XPR£ S'.Y PROYiDEJ ^fEI?£?M Nf. flil;:PT:fi.Ai RTI-FICATIONS OR AFFIRMATIONS ARE NTENDED ;33 CiH{i Yi+ 1 UNIT CRITERIA: 11 11SYS M DETAIL U HEREIN's reERIC AND DOES NOT PROVIDE NFORMA--ION FOR QN53DFR'HE INSTALi.Al2 O# {i} NEGHA4ICAt :iN" ri1Tn'NE FGtLOWlx(: [TQ}EtL'A- A SPEC # C SST:, =OR ATE CGNDI^04S DI#fER h'T FROM Tt1E CO'aD`iTS DETAILcG HERSPARSITE AA 1N A IC 'NSED ENGINEER OR RECSTEREOAPCH'TECC SMALL PR $ k Vui.m 170 MP -, EXPO%} P , SPECIFIC DOa MENTS FOR USE I}. CCNP.I4CHON WITH THIS TIOCUM NT. Si 49' TA L A8 DEEP 0` WLDE, 1II0LB ( WFIGnT AS VF;tr 12. NATER Ti hTNE`'S OF EXL5710- H S 14BSTRAT 51— BE - # h . RESPGN51B31YTY iNSTA ifO O sW4 •5 MIN ..D'1CP.ET£ lkl"H ;Ii 2' CiIP AT EACH C{Ni.N£R OF vNR (`O'Ai CF S4J CLs5) CONTRACTOR sALL NSlRTWY nc:fC OR AL-EAED WATERPROOFING ME"RANE 15 R "BRED AFTER FABRICATION AND PROUDURE-a... - ,,. ...>_..,........_._._ _. .._._.. ._._._. _ _.._.......----- IS zA! nT STa -...£ 5'RJ4T' 0.E flR4 S HEA_ri TN£S EN.-INPF45HAL, NIOT BE RESPO'-SFBL£ FOP. ANY WATER. ROOFIN/' C`F LEAK ACwT' IS ' ES W I ,H MAY O R AS PNOCEDURB STfV RESULT WATER RIGHTNESS SMALL BE tHE FU<. ft£> RCiN§ B l OF TH. INSTALLING CONTRACTOR, 2 flE7£R. ,iNE WHLC=i CEs10N SCHfJat t. 7' RBLE 70 U5£ , =HSs INS"ALLATIQN IS IN7,SOED FOR A'-t-I A MFH, £XPOSURF'$', TN S DESIGN L3. FOR AN EXPLANATION OF EXPOSURE CA'EGORI£S AT ACCOMPANY SHE Vtii WIND CRITERIA CORRESPONDS TG TAB£,£ 5 SPEEDS USED 1N THIS APPROVAL, SE£ SECTION 2d.7 3 Or ASC E 7-0. ' 3 DEFER IN£ iAi?.G.ES'=' #ACE AREA OT NEC? tA?i:.i-Ai £/N'f TO BE INS1"AliE4 48=SPir _.µ.. Y $$$ ' M ry.., TMIS D4ii HEIGHT OF 4$' tS EQVAL'O TnE MAXIMUM ALLDWAB.E HEIGffT OF 48' ^ 4 1YOTE: TNIS PRDWCT Ai4'ROYM AL LOWS THE ifNIT 7D AE IA67ALLfD t!!!TOP = 35-237$ 4 51;,X #AX34fUM LH N '6ii; R'STRICTIOfI Df AN A/C STAND THAT IS A MAXIAN113D" TAIL ZF AM AIC STAND IS ITTILIZED i s CJIE'CR TD Sff THAT TNt STAND DOES MDT EXCITED 3D7 IN NfiGMT nt t4i 3 ER -tNm '?IE tASr.E: P +l1LG# wi&.£ W.D tt tY.24' µTw.S UN17 MAY BETN$TALiED ATROCVF NEJG, , TS LESS THAN OR EQUAL TO 15 AT, 5 3£'ERMINE TH£ ALLOWABLE R,GRE 'FOR tSEFGHT 0# 7nE 34STALLATION O11A'.LY, THjS UNIT MAY BE INSTALLED ON ROOF TOP HEIGHTS GREATER NAN 59Fi AND'ESS THAN 100 FT SEW) ON TABLE 5 FOR THE NLMHRiC AL S VALUES OF `HIS DESIGN EXAMPLE tRAzec :. exAa3, PF. t trtr, ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS SUD.STAAIE mattPTIOM SURST"n tttSSlt71'I EDM'^S YS 1J WIE-0 CAP1,..N STEEL ;S7 5J t641 CAFtivii Z w.5..#. I ITA BufLDEX TRPCON',14rA°CT. Xl* D 9 C R E F'9tL E£b C:* f = s ! a %t-' rcIN COXCA , , a wn fa T*ncx r M DtcrEr s, MMai^. 1 CAF3iMn 4j -' it AC F11Ci iD RNl' SPAz.§ TCa Ate AD} KNT AMC.k4R. AD ALEYF h g$ FFT" 4 SAE'R DES C) lA SA9. EGRADE, _ Fy y,. N C] Yq 4HEFT METAL REYt TO (0125 Y h 5+f£ E' META: SrQP'WfJ TD ; w(U id A " 0 A'.ST?; Mt1M FA3VECl ;S AC H M4i PRt3Y D° 5) TN Cfi A- i'I0. i1*[j N 4 Piix.:ElE NuM-PRST PET HE MM PA6` C i" MAX "I A N Di ;ii+iNv24} iN2£Au M7,4i o ili 2 t1* CUPS T' YP. ' /// THREAD ;zi.ANf S7t , i - 7 a SAE GRADE 5 f ST£E.12 -FIP SAE GRADE 5 3 0 i25` MIA. SHEET METASCgPW -O ! .0.I25 f+ h SHEET MF,'AL SCREW I0 f HIcx: n KSf STEEL, PROVIDE ,5} iHiGY 3 KS; ',TEE,, PR —VIDE 0) n MIN EMS L) ,TCrES7M. PA5T ?Nth 53k C:ES N PAST Ar $' MAY TY ,q j3i. Az TIHR.AD PLANE P THREAD KANE Typ r'Px VD: E- NTA90 CW£ DISTANCEF C'LVt1E5 Tf.>HE> S A.iLAEA£. 4 2 xsSM. #, 9J' :?5 Et2GE 0ISTAMC£ A.4 MOT f1 ANcW1ACHEMnF. CONNECTION TYPE C 1 S£ DAIS, SHEET = FRS A AC r K T13 z o g CONNECTION TYPE C2 p 2 i 1,Ci.3P - UT?UZE (1) AT EAfH CORN'El? r"JH R TG'A Of (4} PER UNIT ' $" CiSP tt U4 Zf 12J A7 £ACfif C0PIRF t FOR A?OTAL OF (§y PER uNiT i cz rJWu o. Z 12 7 \61 MAX 6 MAY zo D,.SP PAivi SPACNG R a g J -; 1 MF-MANICk VA SEPA CLSV—PEP. r Rrif: C 4 Itta a $ y CUPS .- 1,. . Typ' "` ,'^ 2" Ct:PS } LNrr R A at' 3' %l1AX r UTi,. I7F 4) C' TPS LA Si`Dff T+ID. o= -cl:. a fX l 1 i> 3' MAx ` ' 3' u{ s iYP. ST" ':Y' P. ''.a r 15-2378 CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL «Pt C3 z ?s ^ rrt zE t > ar A a e 15 . € a T: r< 3A,I T CA% 4a°s TI Iz=_ rz8 AT F A r0TA..O i c a UNIT 3 TWS DETAIL MAY aC USED AS AN ALT RNA7 GE'J f"iilC FATTFRN FOR AU. ^ C NNff-TEON "^+ , 7YAT UTi ZE {2} CUPS AT EACr CORNER FOR A'OT,.t 4E 183 t 3*= PER 3JNIT. v. FOR ANY CLIP LONGER.HAN ]0 MECHANICAL UNl 6s D'THER AlU:4IN,IM 0.19" UTILIZE (S)ti12 57 "1 HOUSING UNITS. SHALL 8F E063 T6 MIN. GRADE 5 SHEET A UM NUM SHEET VVIj H tc( 30 K,=,I, 0,125 METAL a RGW, T/. v. , IN. THJCKNFS- , EEk NOJS'.NG UNITS t (3)-?FI1 SAE GRADES SHEET J, SHALL BE ASTM Afi53 Cy-33d5I MIN. i ME"tA,L CREWS FOR CLIPS VP TO 0 068 Tt61L1C^ " ASTM A2ft:5 STEE:, GRADE 33, 22GA MIN,;(t-D.02ga) 4 ,t` S LOVG. UT[L . (4j•;17 SHEET ty ry S I'EE., TYP..t j #k l ME'f'AL SCREWS FOR CLIPS .y LONGER THAN . PROVIDL (5) % {`},•. ath R4 PITCHES MIN. FAST THREAC PLANE T" k:2 SAE GRADE FOR EACH Ms, J $- A28 STEEL CLIP TYf• Vi d, SHEET METAL SCREWS a , ANCHOR PER _ ar ?t 1 FOR CLIPS JP TO 5 ,., < '1 ( > u F`} ;. BASE OF UNIT SHALL, LON UTILIZE (5) 012 yWITH 11171CUL z A3? wµ I E j c ILL FL W T 8A5 s ry' - ] £ ,•"`` SCHEDULE: cl $ W `oSHEE; METAL $CROWS .^' G I I§F -F CLIP N SPACE Z FOR CLIPS t13NGEr --- y„ '! _ PERM,TTED, TYP :: W THAN 5 TYP. I l : r S jj 3'GIHCikE 4:tT'!;, jq, t.SUBSTRATE PER Af C+i'J2 F20 1'. ;. i . AN("YO N yj yt 7 a4 CUP ANOR rM. .",._ SCHEDUU. IYa. "b^ ( VARIES) OTHER y < v O,MMILAR) " TIE -DOWN CLIP P3.S7a' -`^ --" _G'`'`°:: 52MIlAR) P isANCHORDETAILLj1 I" CLIP ISOMETRIC DETAIL 3- , = V-0, D AIL z 3 N, L.S: ISOMETRIC ICNEJ FOR FULL CDNTACT 4M111H THE HALF OFEACH E M" t_hANICAl. UNIT, TVP. <" 3 O n 0le G m 0 Z iN1, MECHANI' Al UNIT3YO 1ER.P;AC-MI UM HOUSING UNITS SHALL BE 6163 T6 M N. W a u u v ALUMINUM SHEET WIT H i ty=311 KSI 0 ZS --y P M NTHICKNESS STEEL HO INC UN27 (3i #12 SAE GRAD 5 SHEET Z < rii x F METAL CREWS FOR CUPS 4" y 0, 072, OR ; SHALL BE ASTM A653 FY o3KSI MIN ' z D ] 1. 3' TuICN, '- [ { STEEL, GRADE 33, 2.2CA M.N.:.lh:.0.0299) 3 f.: LUN U'(LIZE (4j-A 12 5HEE1 w w n1 MHIICKt „ ,.-V'` METAL n SCREWFOR CLIP CL LUN ;ER THAN 4 PROVIDE (5) STEEL, TYP. (} € ( 3)-k12 SAE GRADE 5 r q( !' Fr a SHEET Me'fL SCREWS r PITCHES MIN, PAST THREAD .PLANE u S .. FOR CLIPS 4' LONG. - 0 2' ORj13 1+ FOR EACH SMS "YP: f;r € *., T HICK ASTM A283 UTILIZE (4)•?32 SHEE" STEEL CLIP TYP , 6 ETF,L. rREws PoR ,Y-'-- (I.. OR 12javcF'.oRs t V CLIPS LONGER THAN4' HASF 'IF UNIT SHALL F PER ANCHOR TYP. BE FL' LUSIi WI7 10a5E t 3 ATr SCHEDULE(`'m IE CLIP, NO SPACE PEPMITTED, TYP ( yV T d` gySG H6_Ea, PE USE FOR 5UC OPER x ANCHR ANGt ( ia, tYP. e 54'HEi1ULE' r &! (VARIES' u 0. 754 ° . 2" TIE -DOWN CLIP i, a ANCHOR DETAIL .... t u.so• f '` / ) ',l "" w' .j.: - 1'-C"' i]f.T'A2t. Skfir'ae*+:rgtRgLBihkNDP% 15-2378 CLIP ISOESIG: NED FOR, FULL FAC iIORY-MILLED y:" oHmaCONTACT WITH E BASE OF EACH UrO)ANCH<jAtcv r.rs.... M HAN.CAt. UNIT, TYP. €.. VAQE oescpipi7on. FROM 2" CLIP ANCHOR x T........___. .._:.:.,..._..—,_..._.,_..--+.< SCHEDULE, TYP. 'r.... D.ao .. w z 2" CLIP :ISOMETRIC DETAIL__ ` ISOMETRIC I TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN T14L HIGH VELOCITY HURRICANE ZONE') MAXIt JM SVRFAC AREACIF ,T FUNUNITC, C2 C4 IJNITS LA3GE3T HEIGHT \JII' H TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WI I A RISK CATEGORY 11 5TRU7URF. IN THE HIGH VELOCITY HURRICANE ZONE') AEtOW AB E RgQF 7GP HEIGHT, (HZ ____. TIE DO N EONFlGTlRAT(ON'TyP'f B RFAC. EAREA(7FUNIT t UNIT C C2 C3 C.4 UNIT'StARGESI ` HEIGHT ID-1 _ t AlORAii td 1.200fl h {1FT iS200rT 4FTzAT GRACE H 7U0 G 7 AT RADE H5341, Ff FT' .. t AT GRADE H ti FT i, TGSA'1 NS24X7 FT _ F' yA I FT AT CR,AOP H 700 FT FT' 45"MAX 24 WIN d'+/A ",ATGFA4 ATGRAOE ISO - F ' 40' Y. tJ ?: MAY ,h MI MIAGRADEGRADER5-?FT AT 7£ 12FT' HNrA.. : AT 6RAOE ? ATrR1DE H540 FT 7 _I N/A AT AR_ NIA A7 GRADE ;. fd,%t. AT .;BADE NfA A`.'GRADE CIA AT GRADDE i;JA AT GRADE rO FT. ,... F#A AfiGRID£ N?.1 AT GRADE - 2D r"Tz teJ,1 AT _RA ) N1A AT GP.ADF FTT".• NfA TCs14.'d} i N/A ATGRMO£ S.Ti 0. ,NIA,• M X ' 48" MEti i,'A Ai (yRAI` E . 40IT 60" MAX 48" WIN hDI'A M MIA NIAA CRAi)E 30 FJz A"_. NJA ATC.RADs ' Pg _. 3B FT ..... fiifANIA : N/A A GRAD'. : 3h R' NfA,^, N/A.GRADE. TABlc iS PERM1S51 BLE TO REUSED WI I'HI. HEti 'li WH 4 H(UNfAIN)BRO'NAR.D AND THIS TABLE 1$f ERMISSIBLE OBE USED WITHINTHE H`dHL 1hHl/_H CO.NTFIN dRU'vARD AN C' N^•IAM.i-UADECOU. JTIES, CHI ECK WT'H LOCAL AUTHORITY HAV:NGJURIS4IC"IOJ FOR THE APPLICABILITY MIAMI-DARE COUNTIES. CHECK WiT H LOCH.AlE1 HORI'tY HAVING JUNISUI.I 10N FOR THE APPLICABILITY OF TkIIS TAOLE'WITHIN CERTAIN FLORIDA COUNTIES, OF THIS TABLE WITHIN CERTAIN FIORIDA COIUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE D jFDfll.SE WITH ARISK CATEGORY II STRUCTURE") R A IHOF 11cE JYITHRkSKCATEGORT'II STRUCTLIRE'j ALLOWA LC ROO... OA HEIGHT11-) PCLOl4A3IE _RO.,OF TOPH.C_.H.T._L) TIE -DOWN CONFIGURATION TYPE TIE -DOWN mfJF•CLIRATIOh TYPE Xl'ARE SURFACCAf AO UNIT UNITSURFACEAPEA Cl C2 CB C'M1 JfiUhiiUNITC1WIDTH '; C2 C3 C4 H_IGH7" WOTN I UNT'S LARGEST HEIGHT FACE i n ,...,.. ,..... ,_,._......,..._._,....._..... w W..,., N/ A H <_ 200 FT .,. AT CRAJE"F H <..(tJ F! b FT- 24 MAX 2 MI[ N/A AT GRADE H 7(0O FT F 90 FT P. 2 n IAT 6F a GO 0(" MAXt MINI .. , IL. 15 N5._.. 4F" f' AT GRADE 32 MAX IS MIN N AHs20UFT4FTi MAX .S Mlh N/A A GRACE MIA CO FT h Y 2 CO 11 B0 F H <_ 20C F" IA6OFTTGRADE' Hs2C0 FT Hs20(' T H<2p: 1 FI 4FT , 7 A r c COFT F{ Inc h1520J f. HSeW T F 2CC FT 4FT' 6 L .. H ` _... F H O F AlAlGRAC w,m.... H < 200 FT a ` I N/ A H 200 FT T oG FT t 15 iC!OFH20DhSr:z 54 FT H UO fT ATCR CE 43"MAX 24"M: N iJ, A H<"C4F 4FT.H5$0 M32fC?v 9FT' 4€"h1AX : 7%:' Mlh Ni ti$£$ ' AT GRADE OF xNvZtk HT H52C0 FT Al' GRACF NIA N/ A H S 2t#:.,. F'. ', 12 FT` N/A A GRADE 'A BO PT <_ 120 OF, M52C('FT 12 FT' bO FT < H 7ii(: F H 15 FT' NIA ATGRADE N/ A H s 200 FT t6 FT' N/A h'(A N/A H < 40 FT A 20, f" N/ A AT GRADE NIA li 5 200 FT 20 FTz N,!A A, G AADK N/A NJA 64 F , H 1200 FT 75 F" t __ .. i N/A N/ A NIA H 3 FT 40 °T H!; 200 F' 25 FT' N/A NIA ATGRADE 6C f H ; 2U0 FT 520 BO` MAX 48MIN .. ,.. ... 50" MAX - 48" MIN , .., A - T GRADE fi.' 3 FTz FI NJA N/ AN/A JP GRADE SOFT Fl. tla9FT' 3G FTC N,•'A NIA ^J! A FAT S 36FT' N1ro... NIAN/A A3 GRA£7€ s ` i. NJA N/A Al ' BADE v.n AS AN ^:XAN, IE THIS TABLE ISPERMISSIBLETO BE USED WIT HIN PALM BEACH COUNT!. CHE"K Wi1H i.00AI A AN EXAMPLE, THIS TABLE 1 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY, CHECK WITId LC A: A(iT-IORIlV HAVING IURISDirION FOR THE APPLICABILITY OF THIS ABLE. WI THIN CERTAIN FLORIDA COUNTIES. AH'HOR•l'YHAVING JURtSDI_T]N FORTHEAPPLICABILITY Or"TH:STABLE `IJ FHIN CERIAtN FLOR!pA .0UN 1E5. 15-2378 I 3 TABLE 5 : Vult=140 MPH, EXPOSURE B FOR UISE WITH A RISK CATEGORY 5 ETRUCTURE't fFE'-W3WM tOSiftGSlRA3i£7NTY?i MAXIMUM SJRFACEAREAGF UNIT UNIT Cl C2 C3 UN:T'S LARGEST HEIGHT £ WIDTH FACE N6TV24'MAX 12 M'N 64 H515FTFT<H 5120fi 5200 FT 45200 FT 9 FT' 32 MAX 15 MIN AT GRADE H 5 200 F T H 5 200 FT 4 FT' H 5 200 FT H 5 20O FT H 5 20O FT 6Fi' _ HS4OFT H5200FT H5200F 50 fI IH5200F i 9 FT' E AT GRADE 49' MAX 1 24` MON H 5 200 FT H 5 200 FT EiO FTFT<H 58O 12FT' , _ AT GRADE , H5200FT H54OFT 50R<H5200iT; 16 F" N/A H 5 200 FT H 515 FT EO FT<H S 100 FT3 29fT' NIA HS20OFT H 5 15 FT r yOFT<H5180Fi; 25 FT, N/A H54CFT frD FT<H 5200 FT. AT GRADE 80 FT<H S80 FT 60' MAX 48" MIN .. _. 30 FT' N/A H 515 FT AT GRAD£ J 80 F1<H 51b0 FT R ib fT/ NIA AT GRACIE AT t EO FT<H 580 FT CA H 5 200 FT 200 FT H 5200 FT H s 200 FT H 5 200 FT H s 200 FT NS 200 F' H 5200 F' H520OFT H 5 200 FT H 5 200 FT tF.$ TABLE 6 ', Volt=140 i"F+1PH, EXPOSURE C AN,x. F0F4 USE WITH A RISK CATEGORY Pr STRUCRIRE'S ALLOWAS V. ROOF -TOP HEIGHT {H3 y t TIE -DOWN CONFIGURAMONTYPE { } MAXIMUM ` SURFACE AREA OF UNIT UNIT Ci C2 C3 , EJ * .. VN.T5 LARGEST HEIGHT WIDTH FACE i AT6FT' 24' MAX , 12" MIN GRADE 9 F?' 32 MAX 15 M H N/A 4 F-' j H 5 203 FT G F" A' GRADE SO FT<H S 19S 9 F ' 48" MAX 24' MIN A7 GRADE ifi fT' N/A 20 FT' NIA 25 F7' N/A GO' MAX 4R' MIN 30 FT' i N/A 35 FT' NiA TABLE 7 : Vuit=140 MPH, EXPOSURE D fOR USE WITH A RISK CATEGORY 11 STRUCTURE') ALLOWAR'.E ROOF-tOP H£1GHT H TiE-DOWN CONFIGURATION TYPE MAXIMUM.-._.. SURFAC£AREAOF UNIT UNIT CT C2 C3 Cq UNIT LARGEST HE*6 J W'Oi4 Fps 6 FT' 24'MAX ': 12-wN NSA H5200 FT k < 3OFT FT, HS200FT 9 FT' 32"MA%s 15';.1kN N/A HS200 FT AT GRADE NS 200 FT 60F"<H5140FTi q f7' H540 F' 60 FT<Hs 200 FT' H5200 FT H52DOFT H5200 F' 6 fi' AT GRADE H<_200 FT H520DFT Hs200 ET 60 FT<HSIOD FTi 9 FT' 48" MAX 24" MTN N/A H. 5200 FT 4 5 15 F1 j 60FT< H 52CO FT: H 5 200 f' 12 FT' N/A H S 40 FT AT GRADE i60FT< H 5200 FT SOFT <H584FT N S 2OD FTi ib T7' N/A AT GRADE 60 FT<H 5200 FTI N/A Hs200 FT 201'r F4fA A7 GRADE AT GRADE H 5 200 F7 e60 ETCH 5200 FT 25 FT' i NIA AT GRADE N/A 60 FT Ff; H s 20O FT 60' MAX ; 48' MIN g NIA N/A NfA Hs40 FT 60 FT < H!; 200 FT AS AN EXAMPLE, THESE TABLES ARE PSAM698LE TO 9E USED WITHIN BREVARD COUNTY.CS+ECK WITH LOCAL AU7HOR7Y HAVING YJR-,Dlr ,ffi1 36'f' N/A NiA N/A AT GRADE FOR THE APPLKAIMUTY UP 146 TA9LE WITHIN CERTAIN FLORIDA COUNT rls. 60 F < y < 200 F7 Hs 200 F,' H5200 F7 H5200 y, H 52'JO FT 50iSFTFT5H5200FT H52C4F Hs200FT Hs200f' HS200 FT W C7 Z g o H 520OFT Hs20OFT H5200 FT iXW Q" U3 + H54OFT H520O FT SOFT<145200 FT' HSLWi m tiD HS2W FT AT GRADE J 60 FT H 5140 H5200FT s H 515 FF AT G?{A3i£ H 5 200 FT 0 FT < H 1200 FT; N 5 3O FT bO fT<H3200 F3 AT GRADE H 5 200 FT U AT GRADE 60 FT<H 1140 FT` AT GAA(I H < 20D FT Z AT GRADE NfA H 5 20D FT Z O NIA ' H s 30 FT 4 O ie AT GRADE 6OPT<Hs2OOFT z ar t uj o v Z<y 0 E c0 y 15-2378 wG/wEEe|wG CPR ss 0 , N N ~ -- ~ PRODUCT EVALUATION REPORT ENG8NEERVN13 EXPRESSO EXPERT PRODUCT EVALUATION RePORT April 14.2015 Application Number: FL#14239J-R3 FLBProject Number: 15-2378 Product Manufacturer: 8W1P|nternadona| Manufacturer Address: 471028thStreet North St. Petersburg, FL33714 Product Name: Slotted 8hae\Tim'Dmwn C|ipa, 1^and 2` Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of : This Product Evaluation Report is being issued in ndawith the requirements ofthe Florida statewide acceptance per Method 1 (d), The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: FL8drewin #15- 2378 titled " Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared byEngineering Express, signed & sealed byFrank L Bonmaodo. P.E. eanintegral part of this Evaluation Report, 0 Ultimate test loading structural performancehaabmanban8adinacoovda xWtest standards per test repnrt(o) by heu. Stru:tural evaluate the product based on comparative and/ or rational analysis to qualify the following design criteria: I , Minimum Allowable Unit Width 2, Maximum Allowable Unit Height 1 Minimum Unit Weight 4. Maximum Allowable Unit Surface Area 5. Clip Configuration and Anchor Spacing 8, Anchor Capacity for Various Substrates 7, Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12111 Avewoc #100 DesxnELoDcxcx, FL] 3442 nxowc: 954'354-0660 FAX: 954-354' 0443 www.swssxv.cum 4/14/2015 BMP Internuboua — Steel Tic Down Clips Page 2oK2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads anindicated inthe design sohodule(s)unthe Product Evaluation Document (i. e. engineering drawing). Installation The product listed above shall b*installed |nstrict compliance with the Product Evaluation Document (i.e, engineering drowing).along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing), Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product' s respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer, All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ) p*owe: 954-354- 0600 rxx' 954-354'0443 Www.smsexp.com r- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 _' Documented Construction Value: $' r Jab Address. .,. ' f A urn' i „ f ' Historic District: Yes No, Parcel ID: Type of Work: New 1 Description of Work: Residentialo Commercial Addition Alteration Repair Demo Change of Use MoveEl Plan Review Contact Person: I JA1,6 Title: Phone: -7 - ogU Fax:Lf 3_ 3,5, _ Email: k&L rvet E r Ca Property Owner Information Name .4diCr Phone: i Street r2U L"c"", `t Resident of property? Ci ty, State Zi p: I Contractor Information Name J,?,L--t Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phan Fax: State Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. 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 standards of all laws regulating 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, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30', 2015 Permit Application F9 10 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo i g. Signature of Owner/Agent Date Sig re of Contractor/Agent &iee- 72z6d ;Q- —hel 17 Print Owner/Agent's Name Pl;it Contractor/Agent's Name so Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of NoNry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF9989621EXPIRESJune05, 2020 riondallotarySe"ice.com Contractor/Agent is __%r!fTersonally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingF] ElectricaIF] Mechanical[] PlumbingEl Gas[] RoofF] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesEl NoEl # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: mm Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes n No F1 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Oil AiR HEATINrAIR CONDITIONING & D.Ii, 4/1212016 E.P-,- D— /11/2021 Date o' DAIe il ill In 5i,li. I`I, Ilc E"L, t-ll 11,51,,11 Oli, 1-11 I'll., - wrr411 11"',-',roh{sx.arro.ut35f535l99 51,13 1— ns-- illo. I— SS21l,, Cr i, si. 01— J, i-lfll "I 11C)—l—I-I 1w C.. gip.. 1,1 l- 5— ec 12M30C Will 1-1til'i—I cl1 C—IT—I's isl1l, i i ll., — 1-il'— 11 A... ss"'. I4m.Ia 117— AII ci: zx I.cc s.. lTIlli, III li i-1 lnlilC 1- 41 5M I3 S- ^Cttssrz lc n5 51, in. i l-11 I'll —1 1 1 Cii-7-11 sl 5 1. ww sl, 1". crz l In I I.— I.l —CI—, G Sat n i, I—P tln- ni ^ I", 0111— Fd- ft CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S —TD-8q Job Address: L/110-1 re(i's L<- Historic Ltrict: Yes Li No Parcel ID: -- /W62 btL2cJCa #2 !TS Residential 9 Commercial El Type of Work: New 9 Addition [I Alteration Repair 7 Demo 1:1 Change of I TseEl Move El Description of"ork: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: rc— Property Owner Information Name / AC410)1 "6KO'Icoy-) Phone: Street: i Resident of property? City, State Zip: Contractor Information Name N RTHWEST PL MBING OF ORLANQO Pbonc: 1170A 94 51-, _421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No,: CFC1426562 Architect/ Engineer Information Name: Pit Street, Fa City, St, Zip: E- Bonding Company,. Mortgage Address: Address: WARNING TO ONNINER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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 COMNIENCEMENT 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 ot'a permit and that all work will be performed to meet standards of all 14WS rQgUlatingCOnStrUCti0o in thisjurisdiction I understand that a separate perinit tinast be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall he inscribed witta the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised hone 30, 2015 Permit Application N_'OTICT-: In addition to the requirements of this perrilit, there may be additional restrictions applicable to this property that may he tbUnd in the public records of this county, and there may be additional fictinits required from other governmental entities such as Water management districts, state agencies, or federal agencies. Acceptance offierrilit is verification that I will notify the owner ol'the property of the reqUilel-neluS of lorida [.tell Law, FS 713 The City, of Sanford requires payment ofa plan review fee at the true of pervillL Submittal A copy of executed contract is required in Order to calculate a plan review charge and will be considered the estimated construction value of the job at the time ol'submittal_ The actual Construction Value will be figured based Oil the Current ICC Valuation Table in effect at tile Lillie the permit is issued, in accordance with local ordinance Should calculated charges figured oil' the executed contract exceed the ZICLUal Construction value, credit will be applied 10 your pet'llItt fees when the permit IS issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo"11121 i Signature of0wier/Agoit Date SIpatuic orcolitt'l r/Agent 7- 7— c) r) (A u actur! tl, Nan SONPrint0,\ iler/A get it's Name Print Cutitra AR IZI OCN.., s c Z EXPIRES signature of Notary -State of'Flonda Date ignatuic ofNotary-Statc ol'Hoi ida Data = GFOF-GIA 2W Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Willdtit"ll" Produced ILA Type of I D Produced 11) _ Type of 117 BELOW IS FOR OFFICE USE ONLY Permits Required: BulldingE] Electrical [] Mechanical [] PlUrnbingEJ Gas[J Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - iq of Fixtures Fire Sprinkler Permit: Yes[] No R # of Heads —_ Fire Alarm Permit: Yes [] No E] APPRONIALS, ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE BUILDING COMMENTS: Revisc& June 30, 201 S Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants II-,: Geote(hnko I [-ogmeeting - I t)'Iitol In lef It a I S( wl v Geophysical servlce5 - CMW I u(noll NA)tlq Ia Is Testing - 111le"ho I d Illspe('t I(,)( I Building lmpe(Jion - Plat) R(-'V1('%,1'- t1triddalo 0)(JI, AdmilwAr'ItIon 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9275492-2 Report Date: 1/25/2017 In - PSI ggg 12eLigi1y Test ReRort Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: House pad / Lot - 24 Material: Fill Reference Datum: 0 = Top of Fill UES Technician: Antonio Scuturo Date Tested: 01/25/2017 Jypt of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test Maximum Dptirnum Field Dry Field Soil Fill Depth Pass No. Location of Test Range Density Pcf) Moisture Density Pcf) Moisture I Compaction I inch) or Fail 3 SW corner of pad 1-2 ft 105A 11,8 109.7 5.2 104 N/A Pass 4 1 NE corner of pad 2-3 ft 1 105. 4 1 11, 8 1 109. 8 1 6. 4 1 104 1 N/ A Pas: 10" A Rem* C, - 3 c->-i T^ , -- f—I nmFnnkinn #^ 1 '1;—#' #;— 0'J'G^ —4 --h— o11 --# — " --4" -4 DESCRIPTION AS FURNISHED: Lot 24, THORNBROOKE PHASE /, as recorded in Plot Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. 1* BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 25 93.66' PC) —1v I ME GO 03 5.00' 5,00* TRACT H (FUTURE DEVELOPMENT) N 00*10'44" W 50,00' LOT 24 25.80' 25.20' 25.20' 10' UTIL. ESMT. 8,,5.)Ar 00010'44" W 50.00' TREASURE LANE 5,00' iff LOT 23 5-7 5.00' LVI 6,000 SQ.FT LIVING 1,740 SQ.FT. GARAGE ENTRY 447 54 SQ.FT. SO. FT. LANAI 275 SOFT, BREEZEWAY- NIA SQ.FT. DRIVEWAY 40.3 SQ.FT. A/C PAD 25 SQ.FT. WALKWAY 77 SQ,Fr. 50' RIW) TRACT I IMPERVIOUS - 49.96 % UTILITY 2,999 SQ.FT, SOD - j 001 S().F7*, ACCESS R/W T A I ri 11EON RIW = 550 SOFT. APRON - 110 SQ.FT, PROPOSED - FINISHED SPOT GRADE ELEVATION 9U112ING SCTQACKS: SIDEWALK = 250 SQ, FT. PER DRAINAGE PLANS FRONT - 25' SOD - 790 SO, FT, PROPOSED DRAINAGE FLOW REAR = 15' PROPOSED INFORMATION SHOWN AREAGRADINGTYPEASIDE = 5.0' BASED ON SUPPLIED PLAN 6,55-0 SOFTLOT DRIVEWAY - 513 SO.F,. PROPOSED F.F. PER PLANS - 24,9' SIDE CORNER - 10' AND,/OR INSTRUCTIONS PER SIDEWALK - 327 CLIENT NOT FIELD VERIFIED2 SOD - .3,121 so. FT.' CPLUS-EjVffEYER-SC0T-T ASSOC, 1 ZJVC -LAND SURVEYORS LEGEND - LEGEND - p PLAT RM- POINT ON LINEFFIELD 5400 E. COLONIAL DR. ORLANDO. F1 (407)-277-3232J2807 IRON PIPE PAZ. POINT (IF REVERSE CURVATUREIR, N ROD F.C.C.1, CH POINT OF COMPOUND CURVATURE THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS ME MINIMUMCONCRETEMBRUNCRTBAD. RADIALSETLR, I/R' IR -/#Ll 43% ". - NON -RADIAL TECHNICAL AN AM$ ST 0 SET FORTH BYTHEFLOR10ABWOOFPROFESSIONALLANDSURVEYORSINCHAPTERW-17 OF THE nORIDA ADMINISTRATIVETRATIVE CODE RECOVEREDNEC, RECOV D V.P. VtrNE= POINTP10191 2' UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR WFORAIICNAI, PURPOSES ONLY, POINT ITEG114ND40 CALL. CALCULATCDP.O.C. POINT OF COMMENCEMENT P-R.K PCRHANCNr REFERENCE MONUMENT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORIA47TON FURNISHED To THE SURVEYOR. C Y BE GIN RESTRICTIONSURVEYTHEREMAERESTN, OR EASEMENTS THAT AFFECT 1711S PROPERTY. I, NLD CENTERLINE FF9 FINISHED FLOOR ELEVATION4, 14AIL DISK LINEBUILDINGSMACK NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, R/v RrGKTtOF-VAY ozj- ESMT. E SEMENT RENC MARK B.B.s•9 ASE BEARINGBRAIN. 5. THIS SURVEY IS PREPARED FOR THE SOI.-I BENEFIT OF THOSE CET'I"FIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY6. DIUCHStONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULDDRAINAGERRAGE UTtL. • MUTAITY NOT BE USED TO RECONSTRUCT BOUNDARY LINES7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE q&ARN0 (BB) CLFC. CHAIN LINK FENCE VVFC. VOOD FENCE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUMOF 1929, UNLESS OTHERWISE NOTED, 9. CERTIRCAIE OF AUTHORIZATION No. 4596, C/o • CONCRETE BLOCK P.C. DINT GF CURVATURE PJ, • POINT OF TANGENCY SCALE 20' DEW. DESCRIPTION R RADIUS CERTIFlED BY, DATE' DEN 'I, 1. ARC LCKTH 0 BEL 7 A PLOT PLAN 10-26-f6 16CCHO" C.B. CHORD REARING FORA40OA&O FOUIVQATIoNlzi-twS. ol-18-17 3612- 268--17 THIS BUILDING/PROPERTY DOCS.NOT LIE WITHIN THE ES'FAGUSHCO 100 YCAR FLOOD PLANE AS PER -FIRM- W 0; , " R.L. 4714ZONEMAP112117C00,55 F. f4801 DESCR[PTION AS F(JRNISI-IED: Lot 24, THORNBROOKE PHASE /, as recorded in Plot Book 79, Pa eIs 5 thro 7, Public, Records of Seminole County, Florida. H(NLINDARY FORICERTIFIED TO: Philip and Alison Gordon; Inspired 1itle, Services, LLC ' First Arnericon Title Insurance Cornpany; Taylor Morrison Horne Fundin,:; TRACT' H (FUTURE DEVELOPMENT) N 00010'44" TV REC. 112" J.R. REC. 1/;>- I.R. NO 1. 0. 50, 00' NO 1.0, I LOT 24 1 25.80, 25,80, 3.5'xJ. 5' 1 AC PADS 6.0 5,00' 5.00' COV*O, CONE. I-) fU 5.00, 26.7 TWO STORY Q) RESIDENCE Q) IF) F.F.-124,90' LOT 25 ED) Nt Q1 0 CID COVO. co BRICK 0, 6 it BRICK WALK 20.7' 5.00' 16, BRICK DR. 25.20' 25.20' WOO— . ... ... REC. 112" I.R. NO 1. 0. 10' U111" ESMT. 5' CONC. WALK 00fd, REC. I/;?" I.R. NO L 0, LOT 1-13 8.13,)N 00010'44" W--j 50. 00' TREASURE LANE' 10AL K 50' RIW) TRACT I UTILITY & ACCESS R1W It "Vo PYOPOSEO FINISHED SPOT' GRADE ELEVATION 11A, ORAINA6F PLANS FRONT 25' PROPOSED DRAINAGE FLOW REAR 15' LOT GRAOiNG 7YPL, A IIASED (IN SOPP!JfL= PLAIIIII Of'Olvi '41/0SIDE5.0' PROPOSED VJ- PER PLANS - 24,9' f"Rf"C PON I'll P j;101i ti`A! SIDE CORNEA' = 10' 51COTT A,!5,5'0C, ./A/(,. 1--,,A,IVD SU1?[17TJ`01?,-' Gr LEGEND 5400 E. COLONIAL, OR. ORLANDO, FL, 32807 (407)-277-3232 [AX (4071 6'5P t4 5t5 F VLAIPD1: PONI ON LNE fFIELD TYR • TYPICAL NOTES; I.P. POINT R[ ', I'Iff, P.R.C. • POINT OF REVERSE CURVATURE RON ROD P.C.C. HT Or cowevND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY IXAI PI(S SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS !;CT FORTH F), C.M. • CONCRETE MONVRENT RAIL • RADIAL THE FLORIDA EIGARD OF PROFESSIONAL (ANO SURV1 FLORtOA AOMIN67RAVIII, CON, SURVEYORS IN CHAPTER !V-17 OF THE 1, . /#R 4596 NR, •NUN -RADIAL I/?' I.R. 2, UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS 5URVEY IS NOT VALID AND IS PRE.5fKNIED FOR INFORUANCINA, PUPPOV, I,,;, REG RCCOVERLD Vp, • VITNESS POINT G, 1, POINT Of' bEiIINNING CALC, CALCULATED J 77415 SURVEY WAS PREPARED FROM 17TIE INFORMATION FORN(SNEED TO THE SURVEYOR. THFRC MAY OF OTHER ft`;ION R RLS1 Ec1OINIOF COiW,1d.'r.CNT PARA • PERMANENT REFERENCE NONV4CN7 DR EASEMENTS THAT AFff.CT THIS PROPERTY. kNIFRLNC Ff. • F1411NED FLOOR ELCVAtION 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NIL A L t FIES1 D.S.L. • BUILDING SVT11AEW LINE DN. • DENCHMARK 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT OF RCL(Cf) QK)N TO ANY 0F`ft,R rjr VAf Lsml EASEMENT 010. • BASE BEARING 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT OC USED TO RECONSTRUCT DOGN(W& jllifS V-PAOI DRANAG, 7. OWINGS, ARE BASCO ASSUMED DATUM AND ON THIC U14E SHOWN AS BASE BEARING (8.8.) UTit UTILITY 8. CLEVATIONS, IF SIIIOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL. DATUM OF 1929, UNLESS OTHERWISE NOTED, CLFcUTILITYCRAN LINK FEME WTIFC GOD FENCE C/o a CMICRTIC BLOCK POINT OF CURVATURE 9. CEROTICAT Or AUDfORIZAT)ON 140, 4596, SCALE I— 1 0 7-:=,, DRAWN &Y" KONI OF TANGCNCY CERTIFIED BY. CATE 0 - RO - f, - R NI., a RADIUS I: kXN61. PLOTPLAN10-26 -16 16 D LIA FORM00AR0 FOUNVATION/ClEVS, 01-18-17 268- 1 NAL/FLEVS, 06- 06-17 CHORD W""PIKIn229711NURTRi YY IHIS OUILDINGIPROPERTY VCIES. NOT UE WITHIN FILE E,4TAOfJSHf70 100 YEAR FLOOD PLANE AS PER "FIRM" A # 4714 x" MAP 1 1 4801 IONe 12117C 0055F1AC1